J.U.L.I.E. Know what's below. JOINT UTILITY LOCATING Call before you dig. INFORMATION FOR EXCAVATORS www.illinois1call.com
DATE:Monday, March 11, 2019 9:55:04 AM UPDATE BY:Tony Marin Aurora Municipal Airport Logo FINAL PMS.png FINAL Logo Airport Municipal Aurora tbclnt_arr.dwg DWG: XREF
FILE: K:\AuroraAp\16285-02_RehabAirfieldPH2\Draw\Sheets\16028502 - Index Quantities Notes.dwg LAYOUT:Layout1 FILES: IMAGE 17. 16. 15. 14. 13. 12. 11. 10. 1. 9. 7. 6. 8. 5. 4. 3. 2. 1. 7. 6. 8. 5. 3. 2. 4. INDEX TO SHEETS, SUMMARY OF QUANTITIES AND GENERAL NOTES RECONSTRUCT INLET DETAILS AND NOTES PAVEMENT JOINTING DETAILS PROPOSED IMPROVEMENTS - TERMINAL APRON PROPOSED IMPROVEMENTS - SOUTH APRON PAVEMENT REHABILITATION/PAVEMENT REMOVALS - TAXIWAY P UNDERDRAIN AND MARKING PLAN - TAXIWAY P MISCELLANEOUS DETAILS STORM WATER POLLUTION PREVENTION NOTES AND DETAILS GRADING AND EROSION CONTROL PLAN - TAXIWAY P SEQUENCE OF CONSTRUCTION DETAILS SEQUENCE OF CONSTRUCTION GENERAL NOTES SEQUENCE OF CONSTRUCTION PER AC 150/5370-2G (LATEST EDITION) - SHEET 2 SEQUENCE OF CONSTRUCTION PER AC 150/5370-2G (LATEST EDITION) - SHEET 1 SITE PLAN/PROJECT CONTROL COVER SHEET TYPICAL SECTIONS/PAVEMENT REHABILITATION DETAILS IDENTIFY ALL CRACKS TO BE REPAIRED AND OR SEALED. CONTRACTOR REMARKING BY THE FAA. THIS SHALL BE INCIDENTAL TO CONTRACT. IS PLANNING ON WORKING OR AROUND FAA CABLES, CONDUITS INCIDENTAL TO THE CONTRACT. REPLACEMENT OR REPAIR OF FAA FACILITIES CABLES BUT, SHALL BE PAVEMENT REMOVAL AND REPLACEMENT AREAS SHALL BE LAID OUT BY PERFORMED BY THE CONTRACTOR AND AT EXPENSE OF HAULING AND CONSTRUCTION EQUIPMENT. ANY WORK NECESSARY TO PAVERS, AT NO ADDITIONAL COST TO CONTRACT. FOR EXCLUSIVE USE BY SMALL AIRCRAFT. THE CONTRACTOR SHALL TAKE PORTIONS OF THE EXISTING PAVEMENT STRUCTURES WERE DESIGNED UTILITIES SO THEY CAN BE REPLACED DURING CONSTRUCTION WITHOUT EQUIPMENT, A 10 WORKING DAY ADVANCED NOTICE SHALL BE GIVEN TO DURING CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY. MISCELLANEOUS CONSTRUCTION DEBRIS OFF OF AIRPORT PROPERTY. MUST BE DONE BY HAND DIGGING OR HYDRO-EXCAVATION. NO (41/219'4%10641.5174%'616*''37+2/'065'48+%'52.+%'5 4'37+4'56*#6#0;&#/#)'&%#$.'$'4'2.#%'&+0+65'06+4'6; CONTRACTOR SHALL DISPOSE OF ALL PAVEMENT REMOVAL AND OTHER SHALL ADJUST THEIR OPERATIONS AS NECESSARY FOR THE IDENTIFIED CONTRACTOR. CORRECT DAMAGED WORK AND EXISTING PAVEMENT SHALL BE SECTION LAYER IN A SATISFACTORY CONDITION. SPECIAL ATTENTION IS NECESSARY WHEN WORKING NEAR FAA POWER 1(#0;-+0&9+..016$'2'4/+66'& WORK. NO ADDITIONAL COMPENSATION SHALL BE MADE. WORK NECESSARY TO KEEP EACH NEWLY CONSTRUCTED PAVEMENT WHEN FAA CABLES ARE REQUIRED TO BE LOCATED, OR THE CONTRACTOR THE RESIDENT ENGINEER IN FIELD DURING CONSTRUCTION. THE RESIDENT ENGINEER IN CONSULTATION WITH AIRPORT SHALL THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE DONE BY HIS AT ALL TIMES THE CONTRACTOR SHALL PERFORM MAINTENANCE TO USE OF TRACKED EQUIPMENT, SHORT HAUL TRUCKS OR AND SUBGRADE FROM DAMAGE, WHICH MAY INCLUDE BUT NOT BE LIMITED THE NECESSARY PRECAUTIONS TO PROTECT PAVEMENT STRUCTURE THROUGH FRIDAY WITH ADVANCED NOTICE. THE FAA PERSONNEL ARE ONLY AVAILABLE FROM 9 AM TO 3 PM, MONDAY THE CABLES, CONTRACTOR WILL BE REQUIRED TO SURVEY FAA THE FAA BEFORE ANY SUCH MARKINGS ARE REQUIRED. ONCE MARKS ADDITIONAL COMPENSATION WILL BE MADE FOR LOCATING, AND CONTROL CABLES. ANY FAA UTILITY THAT IS DAMAGED OR CUT EXPOSURES OF ANY FAA CABLES (## FAA COMED REIL FAA W G E T X SS UD ST EXISTING FENCE EXISTING GAS LINE EXISTING ELECTRIC LINE EXISTING TELEPHONE LINES EXISTING SANITARY SEWER EXISTING WATERMAIN EXISTING UNDERDRAIN EXISTING STORM SEWER EXISTING COMED SERVICE TO FAA ILS SYSTEM EXISTING RUNWAY END IDENTIFIER LIGHTING CIRCUIT EXISTING FAA CABLES EXISTING CONDUIT/DUCT BANK EXISTING UTILITY PEDESTAL EXISTING WATER VALVE EXISTING FLUSH MOUNTED FIRE HYDRANT EXISTING CLEANOUT STRUCTURE EXISTING HEADWALL EXISTING FLARED END SECTION EXISTING SLOPE BOX EXISTING STORM INLET EXISTING ELECTRICAL HANDHOLE EXISTING ELECTRICAL/STORM/SANITARY/TELEPHONE MANHOLE EXISTING ELECTRICAL TRANSFORMER EXISTING WINDCONE WITH SEGMENTED CIRCLE EXISTING WINDCONE EXISTING AIRFIELD GUIDANCE SIGN EXISTING APPROACH LIGHTING SYSTEM EXISTING RUNWAY END IDENTIFIER LIGHT (REIL) EXISTING VISUAL APPROACH SLOPE INDICATOR (VASI) EXISTING ELEVATED RETROREFLECTIVE MARKER EXISTING IN PAVEMENT MOUNTED HIGH INTENSITY RUNWAY LIGHT EXISTING STAKE MOUNTED HIGH INTENSITY RUNWAY LIGHT EXISTING BASE MOUNTED HIGH INTENSITY RUNWAY LIGHT EXISTING STAKE MOUNTED MEDIUM INTENSITY TAXIWAY LIGHT EXISTING BASE MOUNTED MEDIUM INTENSITY TAXIWAY LIGHT OR EXISTING WATER VALVE VAULT SURVEY BOOK #
c Copyright CMT, Inc. S.B.G. PROJECT: IL. PROJECT: IL. LETTING ITEM: IL. CONTRACT: 2 ARR-4648 3-17-SBGP-144 BOOK # 160285-02-00 AU069 3/1/2019 17 06A ARM ARM DKP JRO INDEX TO SHEETS, SUMMARY OF QUANTITIES AND GENERAL NOTES XREF DWG:
110 210 IL. CONTRACT: AU069 IL. LETTING ITEM: 403 402 401 400 06A AAR-Airfied RehabPh2.dwg tbclnt_arr.dwg 409 408 407 406 405 404 415 414 413 412 411 410 421 420 419 418 417 416 IL. PROJECT: ARR-4648 428 427 426 425 424 423 S.B.G. PROJECT: 3-17-SBGP-144 109
209 1 1
108 208 SURVEY BOOK # BOOK # POINT DESCRIPTION ELEVATION REHABILITATE TAXIWAY P HMA PAVEMENT BM-1 N.W. CORNER FLAG POLE FOUNDATION 703.61 APRON WORK AREA 2
BM-2 N.W. BOLT ON HYDRANT 702.06 2 AIRPORT PROPERTY LINE 0 100 200 107 207 VERTICAL CONTROL COORDINATES EXPRESSED IN NAVD88 CP-1 CONTROL POINT
BENCHMARK 3
3 BM-1 IMAGE FILES:
106 206
301 300 307 306 305 304 303 302 313 312 311 310 309 308 terminal ga 2018.jpg AuroraMunicipal AirportLogo FINALPMS.png 315 314 321 320 319 318 317 316 328 327 326 325 324 323 322 105
205 EXISTING PCC PANELS TO BE REPLACED (ADDITIVE ALTERNATE #1) REHABILITATE BASE BID
TAXIWAY P 104 204 EXISTING EXPANSION JOINT TO BE REPLACED PAVEMENT INCLUDING SPALL REPAIRS, FULL AND PARTIAL PCC PANEL REPLACEMENT AND UTILITY RECONSTRUCTS CP-1 9+00 10+00 11+00 12+00 13+00 14+00 15+00 15+79 8+00 103 203 CP-2 7+00
BASE BID EXISTING SPALL REPAIRS
AND REPLACE UTILITY 9+83
102 202 STRUCTURE BOX OUT X X
9+00 101 201 BASE BID: EXISTING FULL AND PARTIAL PCC PANELS TO BE
REPLACED INCLUDING 8+00 '0)+0''45 SPALL REPAIRS, EXPANSION (+'.&1((+%' JOINT REPLACEMENT AND UTILITY RECONSTRUCTS X
ADDITIVE ALTERNATE NO. 1: 7+00 Tony Marin EXISTING PCC PANELS TO 199
Layout1 BM-1 BE REPLACED X
ADDITIVE ALTERNATE NO. 2:
X UPDATE BY: UPDATE LAYOUT: EXISTING PCC PANELS TO 6+00 BE REPLACED
198
X SITE PLAN/PROJECT CONTROL X
5+00 197
X
X
4+00 BM-2 196
X X X
3+00 195
X Copyright CMT, Inc. c X
2+00 194 X
X
1+00 193
X
X
0+00
ARM X
X JRO
ARM
POINT DESCRIPTION NORTHING EASTING STATION X DKP
CP-1 TAXIWAY A CENTERLINE 1858313.47 946317.72 8+75 3/1/2019 CP-2 TAXIWAY A CENTERLINE 1858313.24 946967.72 15+25 X 565 160285-02-00 HORIZONTAL CONTROL COORDINATES EXPRESSED IN NAD83
X
K:\AuroraAp\16285-02_RehabAirfieldPH2\Draw\Sheets\16028502 - Site Plan.dwg - Site K:\AuroraAp\16285-02_RehabAirfieldPH2\Draw\Sheets\16028502 X Monday, March 11, 2019 9:55:13 AM March 11, 2019 9:55:13 Monday, X 566 X X X 3 17 FILE: DATE: X X
SHEET 1 SHEET
PER AC 150/5370-2G (LATEST EDITION) (LATEST 150/5370-2G AC PER SEQUENCE OF CONSTRUCTION OF SEQUENCE JRO DKP ARM ARM 06A 17 3/1/2019 AU069 160285-02-00 BOOK # 3-17-SBGP-144 ARR-4648
4
Copyright CMT, Inc. CMT, Copyright IL. LETTING ITEM: IL. LETTING IL. PROJECT: S.B.G. PROJECT: c IL. CONTRACT: SURVEY BOOK # OPERATIONAL STATUS/RESTRICTIONS TEMPORARY CLOSED TAXIWAY MARKERS ARE ONLY REQUIRED TEMPORARY CLOSED TAXIWAY REMAIN CLOSED FOR 3 CONSECUTIVE WHEN THE TAXIWAY WILL AIRCRAFT DURING WORK AREAS 2A AND 2B WILL REMAIN OPEN TO WORK AREA. WHEN HAUL ROUTE IS IN USE ON ACTIVE AIRFIELD PAVEMENTS, ROUTE IS IN USE ON ACTIVE WHEN HAUL BY A TO BE UNDER CONTROL WILL BE REQUIRED THE CONTRACTOR 5 SHALL USE LOW PROFILE BARRICADES ONLY. CROSSING GUARD OR ESCORT IN RADIO CONTACT WITH THE ATCT CROSSING GUARD OR ESCORT AND EQUIPMENT CROSSING BY, TO OR CONTRACTORS VEHICLES CONTRACT. BE REQUIRED THAN CONSTRUCTION ADDITIONAL BARRICADES WILL WITHIN THE SHOWN FOR EACH ISOLATED IMPROVEMENT AREA BARRICADES USED FOR WORK AREA 1 MAY BE IDOT TYPE 2 BARRICADES USED FOR WORK AREA 1 MAY BE AREAS 2 THRU BARRICADES OR LOW PROFILE BARRICADES. WORK FOR CONSTRUCTION PERSONNEL, CONSTRUCTION TRAFFIC, FOR CONSTRUCTION PERSONNEL, SIGNS SHALL BE IN PLACE AT ALL TIMES FROM WORK ZONE. STOP DAYS OR MORE. IN THIS AREA. THIS WORK SHALL BE INCIDENTAL TO THE IN THIS AREA. THIS WORK TAXIWAYS A, B AND M1 - OPEN ALL APRONS - OPEN TAXIWAY C - PARTIAL CLOSURE TAXIWAY P - CLOSED ALL RUNWAYS AND TAXIWAYS - OPEN APRONS TERMINAL AND WEST - OPEN ALL RUNWAYS AND TAXIWAYS - OPEN APRONS SOUTH AND WEST - OPEN TERMINAL APRON - PARTIAL CLOSURE ALL RUNWAYS AND TAXIWAYS - OPEN APRONS SOUTH AND WEST - OPEN TERMINAL APRON - PARTIAL CLOSURE ALL RUNWAYS AND TAXIWAYS - OPEN APRONS TERMINAL AND WEST - OPEN ALL RUNWAYS - OPEN TAXIWAYS B, C, M1 AND P - OPEN WEST APRON - OPEN TAXIWAY A AND TERMINAL APRON - PARTIAL CLOSURE SOUTH APRON - PARTIAL CLOSURE SOUTH APRON - PARTIAL CLOSURE 2. 3. 4. RUNWAY 9/27 AND 15/33 - OPEN RUNWAY 18/36 - CLOSED 1. WITH WORK AREA 2B WITH WORK AREAS 3 AND 4 WITH WORK AREAS 4 AND 5 WITH WORK AREA 2A WITH WORK AREAS 3 AND 5 CAN NOT BE DONE CONCURRENTLY CAN NOT BE DONE CONCURRENTLY CAN NOT BE DONE CONCURRENTLY CAN NOT BE DONE CONCURRENTLY CAN NOT BE DONE CONCURRENTLY NO RESTRICTIONS ALLOWABLE WORK PERIOD 1 5 3 4 2B 2A AREA LIMITS AND RE-MEGGER AIRFIELD CIRCUITS. TRAFFIC. ONCE PCC PAVEMENTS OBTAIN THE REQUIRED CURE TIME/STRENGTH THEY MAY BE OPENED TO ONCE PCC PAVEMENTS OBTAIN THE REQUIRED CURE TIME/STRENGTH THEY MAY BE OPENED TO COORDINATE WITH RESIDENT ENGINEER AND AIRPORT MANAGER FOR REQUIRED COMPLETE PAVEMENT REMOVALS. COMPLETE UTILITY ADJUSTMENTS AND INSTALLATIONS. COMPLETE PAVEMENT IMPROVEMENTS. COMPLETE WORK AREA 1 PAVEMENT MARKING. COMPLETE TOPSOILING, SEEDING AND MULCHING TO MEET RSA/TSA GRADING. CLEAN PAVEMENTS, RESTORE DISTURBED WORK AREAS AND REMOVE COORDINATE WITH RESIDENT ENGINEER AND AIRPORT MANAGER PAVEMENT CLOSURES FOR NEXT WORK AREA. MEGGER AIRFIELD CIRCUITS. MISCELLANEOUS DEBRIS FROM WORK AREA. DE-ENERGIZE CIRCUITS FOR CLOSED RUNWAYS. TO DE-ENERGIZE TAXIWAY CIRCUITS OR COVER LIGHT FIXTURES/AIRFIELD SIGNS IN SUCH A WAY PAVEMENT CLOSURES FOR WORK AREA. PLACE REQUIRED BARRICADES AND PAVEMENT CLOSURE MARKERS (SEE NOTE 4). PREVENT LIGHT LEAKAGE WITHIN OR ADJACENT TO WORK AREA LIMITS. REMOVE TEMPORARY CABLING AND RE-ENERGIZE CIRCUITS WITHIN WORK RELOCATE BARRICADES AND PAVEMENT CLOSURE MARKERS FOR NEXT WORK AREA. WORK AREA WORK AREAS 1, 2A AND 5 NOTIFY RESIDENT ENGINEER/AIRPORT MANAGER 10 DAYS PRIOR TO THE START OF CONSTRUCTION TO NOTIFY RESIDENT ENGINEER/AIRPORT MANAGER 10 DAYS PRIOR TO THE START OF CONSTRUCTION ISSUE APPROPRIATE NOTAMS. RESTORE STAGING AREAS. FROM CENTERLINE OF RUNWAY 9/27 AND 15/33 FROM CENTERLINE OF RUNWAY 18/36 FROM CENTERLINE OF APRON TAXILANES FROM CENTERLINE OF TAXIWAY B, A, P, AND M1 FROM CENTERLINE OF TAXIWAY C · · · 1 2 3 PHASE TEMPORARY BARRICADES WITH RED FLASHING LIGHT TEMPORARY BARRICADES MARKER TEMPORARY CLOSED RUNWAY 2) TEMPORARY CLOSED TAXIWAY MARKER (SEE NOTE AIRCRAFT MOVEMENT AREA AND MATERIAL STORAGE LOCATION OR CONTRACTOR'S ESCORT WITH RADIO CONTRACTOR'S HAUL ROUTE CROSSING GUARD AND STOP SIGN (SEE NOTE 1) CONTRACTOR'S EMPLOYEE PARKING, EQUIPMENT CONSTRUCTION SETBACK LINE (C.S.L.) PHASE 1 - WORK AREAS PHASE 1 - WORK PHASE 2 - WORK AREAS PHASE 3 - WORK AREAS C.S.L. POINT E 400 WORK AREA 2A
(SEE NOTE 4) C.S.L.
POINT D
C.S.L. C.S.L. 200 0 POINT L WORK AREA 5 AND MATERIAL CONTRACTOR STORAGE EQUIPMENT WORK AREA 2A (SEE NOTE 4)
X X EMPLOYEE PARKING
X
C.S.L.
C.S.L.
C.S.L. C.S.L. TEMPORARY CLOSED TAXIWAY MARKER X X X X X 86' (MIN) TAXILANE TO APRON
CENTERLINE BARRICADES
C.S.L. C.S.L.
C.S.L.
C.S.L.
C.S.L. C.S.L. POINT K POINT C POINT B WORK AREA 1 POINT J
C.S.L. C.S.L. TEMPORARY CLOSED RUNWAY MARKER TEMPORARY CLOSED TAXIWAY MARKER
POINT A C.S.L.
TEMPORARY CLOSED RUNWAY MARKER TEMPORARY
C.S.L.
C.S.L.
C.S.L. C.S.L.
AND MATERIAL STORAGE CONTRACTOR EQUIPMENT
LOCATION C.S.L.
K:\AuroraAp\16285-02_RehabAirfieldPH2\Draw\Sheets\16028502 - Sequence Of Construction - 1.dwg - Construction Of Sequence - K:\AuroraAp\16285-02_RehabAirfieldPH2\Draw\Sheets\16028502 Layout1 LAYOUT:
XREF DWG: tbclnt_arr.dwg IMAGE FILES: Aurora Municipal Airport Logo FINAL PMS.png FILE:
Tony Marin Tony AM 9:55:22 2019 11, March Monday, DATE: AAR-Airfied Rehab Ph 2.dwg terminal ga 2018.jpg BY: UPDATE
Aurora Municipal Airport Logo FINAL PMS.png FINAL Logo Airport Municipal Aurora
DATE: Monday, March 11, 2019 9:55:33 AM UPDATE BY: Tony Marin tbclnt_arr.dwg terminal ga 2018.jpg ga terminal 2.dwg Ph Rehab AAR-Airfied DWG: XREF
FILE: K:\AuroraAp\16285-02_RehabAirfieldPH2\Draw\Sheets\16028502 - Sequence Of Construction - 2.dwg LAYOUT: Layout1 FILES: IMAGE 0 0
C.S.L. 200 200 400 400 POINT F · ·
C.S.L.
C.S.L.
C.S.L. RESTORE STAGING AREAS. WORK AREA 3
X WORK AREA 3 RELOCATE BARRICADES FOR NEXT WORK AREA. PLACE REQUIRED BARRICADES AND PAVEMENT CLOSURE MARKERS, AS REQUIRED. PAVEMENT CLOSURES FOR WORK AREA. MISCELLANEOUS DEBRIS FROM WORK AREA. CLOSURES FOR NEXT WORK AREA. COORDINATE WITH RESIDENT ENGINEER AND AIRPORT MANAGER PAVEMENT CLEAN PAVEMENTS, RESTORE DISTURBED WORK AREAS AND REMOVE COMPLETE UTILITY AND PAVEMENT IMPROVEMENTS. COORDINATE WITH RESIDENT ENGINEER AND AIRPORT MANAGER FOR REQUIRED ONCE PCC PAVEMENTS OBTAIN THE REQUIRED CURE TIME/STRENGTH THEY MAY BE OPENED TO TRAFFIC. X
X EQUIPMENT AND MATERIAL STORAGE CONTRACTOR WITH WORK LIMITS TO BE LOCATED
PARKING EMPLOYEE
X X
C.S.L. C.S.L.
X X X
X
X 0
C.S.L. 200 400
C.S.L.
C.S.L.
C.S.L.
X · · RESTORE STAGING AREAS. WORK AREAS 2B AND 4 TAXIWAY MARKERS TEMPORARY CLOSED X REMOVE BARRICADES AND PAVEMENT CLOSURE MARKERS. REMOVE TEMPORARY CABLING AND RE-ENERGIZE CIRCUITS WITHIN WORK PREVENT LIGHT LEAKAGE WITHIN OR ADJACENT TO WORK AREA LIMITS. DE-ENERGIZE TAXIWAYS CIRCUIT OR COVER LIGHT FIXTURES/AIRFIELD SIGNS IN SUCH A WAY TO PLACE REQUIRED BARRICADES AND PAVEMENT CLOSURE MARKERS, AS (SEE NOTE 4). PAVEMENT CLOSURES FOR WORK AREA. MISCELLANEOUS DEBRIS FROM WORK AREA. MEGGER AIRFIELD CIRCUITS WITHIN WORK LIMITS. CLEAN PAVEMENTS, RESTORE DISTURBED WORK AREAS AND REMOVE COMPLETE UTILITY ADJUSTMENTS AND PAVEMENT IMPROVEMENTS. COORDINATE WITH RESIDENT ENGINEER AND AIRPORT MANAGER FOR REQUIRED ONCE PCC PAVEMENTS OBTAIN THE REQUIRED CURE TIME/STRENGTH THEY MAY BE OPENED TO TRAFFIC. AREA LIMITS AND RE-MEGGER AIRFIELD CIRCUITS.
X
PARKING EMPLOYEE
X X POINT I WORK AREA 4 (SEE NOTE 4) WORK AREA 2B AREA 2B WORK
C.S.L. C.S.L. POINT G (TYPICAL) 86' (MIN) BARRICADE TO APRON TAXILANE CENTERLINE MARKING
POINT H
X X X CONTRACTOR EQUIPMENT AND MATERIAL STORAGE
X
X SURVEY BOOK #
c Copyright CMT, Inc. S.B.G. PROJECT: IL. PROJECT: IL. LETTING ITEM: IL. CONTRACT: 5 ARR-4648 3-17-SBGP-144 BOOK # 160285-02-00 AU069 3/1/2019 17 06A ARM ARM DKP JRO SEQUENCE OF CONSTRUCTION PER AC 150/5370-2G (LATEST EDITION) SHEET 2
DATE:Monday, March 11, 2019 9:55:38 AM UPDATE BY:Tony Marin Aurora Municipal Airport Logo FINAL PMS.png FINAL Logo Airport Municipal Aurora tbclnt_arr.dwg DWG: XREF
FILE: K:\AuroraAp\16285-02_RehabAirfieldPH2\Draw\Sheets\16028502 - Sequence Of Construction Notes.dwg LAYOUT:Layout1 FILES: IMAGE 12.
13. 14. 15. 10. 11. 1. 3. 2. 5. 6. 4. 20. 19. 18. 17. 16.
8. 7. 21. 9. RUNWAYS OUTSIDE OF THE PROJECT LIMITS EXCEPT AS SHOWN OR WITH PRIOR PERMISSION AIRPORT PAVEMENTS AND AREAS SHALL BE INCIDENTAL TO THE CONTRACT. EXISTING OUTSIDE PROJECT LIMITS RESIDENT ENGINEER AND AIRPORT DIRECTOR. THE COST OF MAINTAINING, REPAIRING OR CONSTRUCTING THESE ENGINEER AND BE APPROVED BY THE DIVISION OF AERONAUTICS FEDERAL AVIATION ADMINISTRATION. PLANS MUST MAINTAIN AIRPORT OPERATIONS TO THE SATISFACTION OF DIRECTOR AND RESIDENT MANAGER. SATISFACTION OF THE RESIDENT ENGINEER AND AIRPORT DIRECTOR. CONTRACTOR SHALL BE RESTORED IN KIND TO THEIR PRE-CONSTRUCTION CONDITION OR THE SATISFACTION OF CONSTRUCTION IS NOT IN PROGRESS. CONTRACTOR'S EQUIPMENT SHALL BE STORED IN THE AND MATERIAL STORAGE/STAGING AREA WHEN SUGGESTED SEQUENCE OF CONSTRUCTION ONLY. THIS MAY BE MODIFIED HOWEVER, ALTERNATE STAGING GENERAL NOTES THE CONTRACTOR SHALL KEEP ALL TRUCKS, EQUIPMENT AND MATERIALS OFF OF EXISTING TAXIWAYS, APRONS WHICH ARE DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED HIM AT HIS EXPENSE TO ALL EXISTING PAVEMENTS, DRIVES OR ANY OTHER AREAS USED AS A HAUL ROAD STORAGE AREA BY THE THE CONSTRUCTION OPERATING SEQUENCE AS IT RELATES TO PEDESTRIAN, VEHICULAR AND AIRCRAFT SAFETY. THE AIRPORT DIRECTOR IN CONSULTATION WITH RESIDENT ENGINEER SHALL HAVE FINAL SAY APPROVAL OF AIRPORTS DURING CONSTRUCTION ALL OPERATIONS SHALL BE IN CONFORMANCE WITH AC 150/5370-2G (LATEST EDITION) THE PROPOSED IMPROVEMENTS WHILE MAINTAINING AIRCRAFT ACCESS AT ALL TIMES. PHASING SHOWN IS A THE SUGGESTED SEQUENCE OF CONSTRUCTION SHOWN IS INTENDED TO ALLOW FOR ORDERLY ILLUMINATION ENGINEERING SOCIETY. LIGHTS SHALL BE POSITIONED SO AS NOT TO INTERFERE WITH AIRPORT EACH TAXIWAY/RUNWAY CLOSURE LOCATION AND SHALL BE ATTACHED TO THE BARRICADES. BARRICADE PRIOR TO ACCESS THE A.O.A. BY CONTRACTOR'S WORKERS, EQUIPMENT OR MATERIAL. SIGNS SHALL BE PLACED AT PAYMENT FOR TRAFFIC CONTROL INCLUDING, BUT NOT LIMITED TO BARRICADES, SIGNING, TAXIWAY AND RUNWAY PAVEMENTS ARE UTILIZED AS HAUL ROADS BY THE CONTRACTOR, MATERIAL TRACKED ON TO PAVEMENT SHALL BE HEADLIGHTS WILL BE ALLOWED ONLY IN ADDITION TO OTHER LIGHTS MENTIONED ABOVE. LIGHTING SHALL AS POLE MOUNTED FLOODLIGHTS AND/OR SPOTLIGHTS OF SUFFICIENT NUMBER TO ILLUMINATE THE WORK AREA. VEHICLE LOCATION SHALL CONSIST OF ONE "DO NOT ENTER" SIGN AND "AIRCRAFT MOVEMENT AREA" SIGN. SIGNS BE BARRICADES SHALL HAVE A STEADY BURN OR FLASHING RED LIGHT. BARRICADE INSTALLATION WILL BE REQUIRED MATERIALS REMOVED FROM THE PROJECT WILL BE DISPOSED OF OFF AIRPORT PROPERTY, UNLESS NOTED OTHERWISE. LIGHTING LEVELS SHALL BE CALCULATED AND MEASURED IN ACCORDANCE WITH THE CURRENT STANDARDS OF LIGHTING TO ALLOW FOR PROPER CONSTRUCTION METHODS AND INSPECTIONS. LIGHT SHALL CONSIST OF MOVABLE CONSIDERED INCIDENTAL TO THE CONTRACT. SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. BARRICADES PLACED AT LOCATIONS SHOWN ON CLOSED MARKERS, AIR OPERATIONS AREA (A.O.A.) LATHE AND RIBBON, ETC. SHALL NOT BE PAID SEPARATELY, BUT CONSIDERED INCIDENTAL TO THE CONTRACT. CONTINUALLY REMOVED WITH SAID SWEEPER. THIS SWEEPING SHALL NOT BE PAID FOR SEPARATELY BUT SHALL BE PROVIDED SO THAT WORK AREAS ARE ILLUMINATED TO A LEVEL OF FIVE HORIZONTAL FOOT CANDLES. THE OPERATIONS. THE PLANS OR AS DIRECTED BY ENGINEER. BARRICADES SHALL BE WEIGHTED TO PREVENT BLOWING OVER. THE CONTRACTOR WILL BE REQUIRED TO HAVE A SWEEPER AVAILABLE FOR USE AT ALL TIMES. WHEN ACTIVE AIRFIELD THE CONTRACTOR SHALL PROVIDE PORTABLE FLOOD LIGHTING FOR NIGHTTIME CONSTRUCTION. SUFFICIENT UNITS WORK HOURS SHALL BE IN ACCORDANCE WITH LOCAL ORDINANCES. WORK PERFORMED BY THE CONTRACTOR OUTSIDE OF DAYLIGHT HOURS SHALL BE DONE UNDER SUFFICIENT ARTIFICIAL APPROVED BY THE RESIDENT ENGINEER AND SHALL NOT BE USED IF THEY AFFECT FLIGHT SAFETY. CONTRACTOR'S IMMEDIATELY. IN THE CASE OF AN EMERGENCY, CONTRACTOR SHALL NOTIFY AIRPORT MANAGER AND RESIDENT ENGINEER RELATING TO CONTRACTOR'S ACCESS AND SECURITY SHALL BE THE RESPONSIBILITY OF CONTRACTOR. DURING CONSTRUCTION. SEE FLAG DETAIL. PROJECT SHALL BE REPAIRED BY THE CONTRACTOR TO SATISFACTION OF RESIDENT ENGINEER. ALL COST DURATION OF THE CONTRACT, ANY DAMAGES TO ACCESS ROAD, GATE OR FENCING ADJACENT DAYS IN ADVANCE OF THE START CONSTRUCTION SO THAT APPROPRIATE NOTAMS MAY BE ISSUED. CONTRACTOR WILL BE REQUIRED TO PUT AIRPORT FLAGS AND HAVE BEACON LIGHTS ON ALL EQUIPMENT AT TIMES ONLY". THE CONTRACTOR SHALL CLOSE AND LOCK ACCESS GATE UPON LEAVING SITE. THROUGHOUT WORKING HOURS. THE CONTRACTOR SHALL PROVIDE A SIGN AT ACCESS GATE SAYING "AUTHORIZED PERSONNEL THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ALL CONSTRUCTION ACCESS GATES CLOSED DURING NON THE CONTRACTOR SHALL CONTACT AIRPORT DIRECTOR THROUGH RESIDENT ENGINEER TEN (10) WORKING USED AS A HAUL ROUTE. THE BEFORE AND AFTER CONDITION OF ON-SITE ROUTES SHALL BE JOINTLY INSPECTED PROJECT AT THE CONTRACTOR'S EXPENSE. MISCELLANEOUS CONSTRUCTION REQUIRED TO CONSTRUCT TEMPORARY HAUL ROUTES OR ACCESS POINTS ON THE (STATE HIGHWAYS, COUNTY ROADS OR CITY STREETS) WITH THE APPROPRIATE OWNER WHO HAS JURISDICTION OVER IF RUNWAY NUMERALS ARE PRESENT DURING CONSTRUCTION THEN CONTRACTOR SHALL PLACE CLOSED MOBILIZATION/EQUIPMENT STORAGE AREA WILL BE MADE AVAILABLE FOR CONTRACTOR'S MOBILIZATION AND SHALL BE RESTORED AT THE CONTRACTOR'S EXPENSE TO THEIR ORIGINAL CONDITION UPON COMPLETION OF BEING DETAILED. DURING ADVERSE WEATHER, THE CONTRACTOR SHALL MAKE PROVISIONS FOR ACCESS TO WORK AT NO OF WORK WITH THE AIRPORT IS MANDATORY SO AS TO MINIMIZE IMPACTS ON OPERATIONS. MARKER OVER NUMERALS AS DETAILED, OTHERWISE PLACE RUNWAY CLOSED IN TURF AT ENDS OF MAXIMUM HEIGHT OF 25 FEET IN A DUMP POSITION. LACK OF ADEQUATE ACCESS TO THE WORK. THE WORK. ALL ON-SITE ACCESS ROADS TO AIRPORT FACILITIES SHALL REMAIN OPEN AND MAINTAINED AT TIMES. THE AFFECTED ROUTE. ON-SITE ROADS USED AS HAUL ROUTES SHALL BE MAINTAINED BY CONTRACTOR AND THE PHASING PLANS. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF-SITE HAUL ROUTES AIRPORT WILL BE THE CONTRACTOR'S TOTAL RESPONSIBILITY AND SHALL APPROVED BY ENGINEER PRIOR TO AND DETERMINED BY THE CONTRACTOR ENGINEER. FENCING, DRAINAGE, GRADING OTHER APPROXIMATE LOCATION OF HAUL ROUTES ON THE AIRPORT SITE ARE SHOWN GENERAL PROJECT LAYOUT AND AURORA MUNICIPAL AIRPORT WILL BE IN OPERATION DURING THE CONSTRUCTION OF THIS PROJECT. COORDINATION AS SHOWN ON THE PLANS. THIS AREA SHALL BE RESTORED TO ORIGINAL CONDITION UPON COMPLETION OF THE TALLEST PIECE OF CONSTRUCTION EQUIPMENT IS ANTICIPATED TO BE AN ASPHALT/STONE TRUCK WHICH HAS A ADDITIONAL COST TO THE CONTRACT. NO EXTENSION OF CONTRACT TIME WILL BE CONSIDERED FOR DELAYS DUE . OPERATIONAL SAFETY ON 1. 2. 22. 31. 30. 29. 28. 27. 26. 25. 24. 23. FIXTURES AS A MEANS TO REMOVE THE LIGHTS OR FROM SERVICE SHALL NOT BE ACCEPTABLE. ENGINEER'S AND AIRPORT'S APPROVAL. COST INCIDENTAL TO THE CONTRACT. REMOVING LAMPS FROM ENERGIZED RE-OPENED FOR AIRCRAFT USE. THE METHOD AND MATERIALS USED TO COVER SIGNS LIGHTS SHALL MEET COORDINATE WITH AIRPORT MANAGER/RESIDENT ENGINEER TO RE-ENERGIZE THE RUNWAY CIRCUIT. CONTRACTOR SHALL TURN OFF RUNWAY EDGE LIGHTING REGULATOR AND LOCK-OUT/TAG-OUT CIRCUIT BREAKER CUT CONTRACTOR SHALL COVER ALL AIRFIELD SIGNS AND TAXIWAY LIGHTS ON CLOSED TAXIWAYS UNTIL THE IS VAULT WITH THE AIRPORT MANAGER/RESIDENT ENGINEER PRIOR TO RE-OPENING RUNWAY, CONTRACTOR SHALL OUT INSIDE THE ELECTRICAL VAULT. DURING ALL RUNWAY CLOSURES. CONTRACTOR SHALL COORDINATE ACCESS TO INFORMATION. THERE IS NO GUARANTEE, EITHER EXPRESSED OR IMPLIED THAT THE LOCATIONS, SIZE AND TYPE REQUIRED BY THE CITY, COUNTY, TOWNSHIP OR I.D.O.T.. ROAD(S) SHOWN AND SHALL COMPLY WITH ALL REQUIREMENTS, LOAD RESTRICTIONS TRAFFIC CONTROL SIGNAGE FROM THE AIRPORT WITH MANAGER. ANY DEFICIENCIES IN THESE SYSTEMS DUE TO ACTS OF EXPENSE TO THE SATISFACTION OF RESIDENT ENGINEER AND AIRPORT DIRECTOR. ENCOUNTERED DURING CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE RESPONSIBILITY WHATSOEVER IN RESPECT TO THE ACCURACY, COMPLETENESS OR SUFFICIENCY OF PROVISIONS FOR SPECIFIC REQUIREMENTS. THE LOCATION OF UNDERGROUND UTILITIES AS INDICATED ON PLANS RESIDENT ENGINEER. ANY CABLES DAMAGED BY THE CONTRACTOR SHALL BE IMMEDIATELY REPAIRED AT HIS EXPENSE. DRAINAGE MODIFICATIONS SHALL BE SEQUENCED TO PROVIDE POSITIVE AT ALL TIMES NO ADDITIONAL FOR MAINTAINING AIRPORT HAZARD LIGHTING AND BARRICADES. REPAIRS SHALL BE DONE FROM PREVIOUS EXISTING TERMINATION POINT TO NEXT IN MAINS AND/OR SERVICES DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED IMMEDIATELY AT HIS MATERIAL OF EXISTING UNDERGROUND UTILITIES AS INDICATED ARE REPRESENTATIVE THOSE TO BE HAVE BEEN OBTAINED FROM EXISTING RECORDS. NEITHER THE OWNER OR DESIGN ENGINEER ASSUME ANY UNTIL PROPOSED IMPROVEMENTS ARE INSTALLED AND OPERATIONAL, UNLESS OTHERWISE APPROVED BY THE MEETING COSTS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. BY THE CONTRACTOR. REPAIR OF DAMAGED CABLE MUST BE STARTED IMMEDIATELY AND CONTINUED UNTIL LOCATION OF KNOWN EXISTING AIRPORT UNDERGROUND CABLES ARE SHOWN ON THE PLANS AND MUST BE VERIFIED AIRFIELD LIGHTS AND SIGNS NOTES CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND TEMPORARY EASEMENTS FOR THE PUBLIC ACCESS CONTRACTOR OR HIS SUBCONTRACTORS, SUPPLIERS CONSULTANTS SHALL BE REPAIRED IMMEDIATELY. SHALL IMMEDIATELY NOTIFY THE UTILITY COMPANY, RESIDENT ENGINEER AND AIRPORT DIRECTOR. ANY SUCH CONTRACTOR SHALL MAKE ARRANGEMENTS FOR DETAILED INFORMATION AND ASSISTANCE IN LOCATING UTILITIES. STARTED. CONTRACTOR IS REFERRED TO SECTION 70-17 OF THE STANDARD SPECIFICATIONS AND SPECIAL COORDINATION BY THE CONTRACTOR WITH EXISTING UTILITIES SHALL BE COMPLETED BEFORE CONSTRUCTION IS SHALL REMAIN IN SERVICE AT ALL TIMES. EXISTING LIGHTING AND VAULT EQUIPMENT CONTRACTOR SHALL STORE EQUIPMENT AND MATERIALS IN SUCH A MANNER AS NOT TO VIOLATE FEDERAL AVIATION OTHERWISE APPROVED BY THE AIRPORT DIRECTOR IN CONSULTATION WITH RESIDENT ENGINEER. OBJECT FREE AREA (TOFA) OF ACTIVE TAXIWAYS AND THE RUNWAY SAFETY (RSA) RUNWAYS UNLESS CONTRACTOR PERSONNEL, VEHICLES, EQUIPMENT AND BARRICADES SHALL NOT BE ALLOWED WITHIN THE TAXIWAY COST TO THE CONTRACT. SUPERINTENDENT, WHO MAY BE CONTACTED IN AN EMERGENCY. PERSONNEL SHALL ON CALL 24 HOURS PER DAY OFFICIALS. MINUTES FROM THE WEEKLY MEETINGS SHALL BE PREPARED BY CONTRACTOR, FURNISHED TO ALL COORDINATION MEETINGS - THE CONTRACTOR SHALL CONDUCT WEEKLY TO DISCUSS WORK OWNER OF THE CABLE OR FACILITY, AND SHALL BE AT CONTRACTOR'S EXPENSE. IF FAA CABLES ARE DAMAGED, COMPLETED. ALL SUCH REPAIRS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS, OR AS DIRECTED BY TO THE CONTRACTORS WORK ZONE SHALL BE CHECKED FOR OPERATIONAL CONDITION PRIOR DEPARTURE ALL AIRFIELD LIGHTING AND GUIDANCE SYSTEMS (NAVAIDS) LOCATED WITHIN IMMEDIATELY ADJACENT THE EVENT AN UNEXPECTED UTILITY INTERFERENCE IS ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY UTILITY COMPANY OF HIS OPERATIONAL PLANS. ACTUAL LOCATION OF ALL SUCH FACILITIES, INCLUDING SERVICE CONNECTIONS TO UNDERGROUND UTILITIES. PRIOR ANY NECESSARY TEMPORARY JUMPER CABLES SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. ALL EXISTING TAXIWAY AND RUNWAY AIRFIELD LIGHTING CIRCUITS, FAA CABLES OTHER ELECTRICAL ADMINISTRATION PART 77 IMAGINARY SURFACES OR RUNWAY AND TAXIWAY SAFETY AREAS. THE CONTRACTOR SHALL PROVIDE PHONE NUMBERS OF THREE PERSONNEL, INCLUDING PROJECT ATTENDEES PRIOR TO THE SUBSEQUENT MEETING, AND KEPT ON FILE AT FIELD OFFICE. COORDINATION AREAS AND SCHEDULING, ETC. WITH THE RESIDENT ENGINEER, AIRPORT OPERATIONS, FAA, OTHER APPROPRIATE THE INCURRED COSTS OF REPAIRS. TO HAVE THE REPAIR PERFORMED BY OTHERS IN WHICH CASE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING ACCORDANCE WITH FAA REQUIREMENTS AND IN THE PRESENCE OF A REPRESENTATIVE. OWNER MAY ELECT
3. 2. 1. AND TAXIWAY/TAXILANE OBJECT FREE AREA (TOFA) LIMITATIONS ON CONSTRUCTION WITHIN RUNWAY SAFETY AREA (RSA) RELOCATE MEN AND EQUIPMENT TO ALLOW AIRCRAFT PASS, THEY SHALL DO SO AT NO EXTRA COST THE PROJECT. PAID SEPARATELY BUT SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. RESPONSIBLE FOR PAYMENT OF MUNICIPAL FINES ($500 PER OCCURRENCE) DUE TO AIRFIELD INCURSIONS BY HIS EMPLOYEES, SUBCONTRACTORS, SUPPLIERS, CONSULTANTS AND/OR AGENTS. NO MATERIAL SHALL BE STOCKPILED WITHIN THE A.O.A. SHOULD IT NECESSARY FOR CONTRACTOR TO TEMPORARILY AIR OPERATIONS AREA (A.O.A.) CONTINUALLY SWEPT TO PROVIDE DEBRIS FREE SURFACE DURING ALL HAUL ROAD OPERATIONS. THIS COST SHALL NOT BE SHALL BE FAMILIAR WITH AIRPORT GROUND CONTROL PROCEDURES AND DEMONSTRATE KNOWLEDGE OF SAME TO THE OF THE RESIDENT ENGINEER AND AIRPORT DIRECTOR AT NO ADDITIONAL COST TO OWNER. PAVEMENT SHALL BE THE CONTRACTOR SHALL NOTIFY RESIDENT ENGINEER AND AIRPORT DIRECTOR TEN (10) WORKING DAYS IN ADVANCE OF WORK WITHIN THE A.O.A. SHALL BE EXPEDITED. ANY DROP OFF ADEQUATELY LIGHTED, SIGNED AND BARRICADED. THEIR OWN RADIOS. THIS COST SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. THE CONTRACTOR FOR MOVEMENTS OF VEHICLES OR EQUIPMENT TO AND FROM WORK ZONE. RADIO OPERATOR THE WORK ZONE, A CROSSING GUARD OR ESCORT IN RADIO CONTACT WITH CONTROL TOWER SHALL BE FURNISHED BY ANY PLANNED CONSTRUCTION WITHIN THESE LIMITS. ANY PAVEMENT DAMAGED BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED IMMEDIATELY HIM TO THE SATISFACTION AIRPORT. THE AIRPORT RESERVES RIGHT TO APPROVE CROSSING GUARDS. CONTRACTOR SHALL PROVIDE ANYTIME THE CONTRACTOR IS REQUIRED TO UTILIZE OR CROSS ACTIVE AIRFIELD PAVEMENTS FOR ACCESS AND FROM CONTRACTOR CROSSING RUNWAY/TAXIWAY/TAXILANE/APRON DROP-OFFS OR OPEN EXCAVATIONS WILL BE ALLOWED WITHIN THE TAXIWAY SAFETY AREAS OF TAXIWAYS. EQUIPMENT TO ALLOW AIRCRAFT PASS, THEY SHALL DO SO AT NO EXTRA COST THE PROJECT. CONTRACTOR BE STOCKPILED WITHIN THE TOFA. SHOULD IT NECESSARY FOR CONTRACTOR TO TEMPORARILY RELOCATE CONSTRUCTION WITHIN THESE LIMITS. REFERENCE TABLE ON PREVIOUS SHEET FOR OBJECT FREE AREA WIDTHS. NO SHALL NOTIFY THE RESIDENT ENGINEER AND AIRPORT DIRECTOR FIVE (5) WORKING DAYS IN ADVANCE OF ANY PLANNED SHALL BE EXPEDITED. ANY DROP OFF ADEQUATELY LIGHTED, SIGNED AND BARRICADED. NO MATERIAL ANY WORK WITHIN TAXIWAY OBJECT FREE AREA (TOFA) WILL REQUIRE A CLOSURE. THE TOFA TAXIWAYS/TAXILANES: REOPENED UNLESS OTHERWISE SHOWN ON THE PLANS. AT LEAST ONE OF RUNWAYS SHALL REMAIN IN OPERATION RUNWAYS: ENGINEER. IF NECESSARY STEEL PLATES SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR TO COVER ANY CONTRACTOR SHALL IMMEDIATELY CLEAR THE RUNWAY OF ALL VEHICLES, MEN AND EQUIPMENT. REFERENCE TABLE ON PREVIOUS SHEET FOR SAFETY AREA WIDTHS. OPEN TRENCHES OR EXCAVATION WITHIN THE RSA IF DURING RUNWAY CLOSURE AN EMERGENCY IS DECLARED, THE CONTRACTOR SHALL NOTIFY RESIDENT ENGINEER AND AIRPORT DIRECTOR TEN (10) WORKING DAYS IN AT ALL TIMES UNLESS OTHERWISE APPROVED BY THE AIRPORT DIRECTOR IN CONSULTATION WITH RESIDENT AT THE END OF EACH WORKING DAY THESE AREAS SHALL BE SMOOTHLY GRADED TO ALLOW RUNWAY ADVANCE OF ANY PLANNED CONSTRUCTION WITHIN THESE LIMITS. WORK SHALL BE EXPEDITED IN AREAS AND POINT G H D C K E B A F L J I NEAREST ACTIVE RUNWAY CENTERLINE RUNWAY 15/33 CENTERLINE RUNWAY 18/36 CENTERLINE RUNWAY 15/33 CENTERLINE RUNWAY 15/33 CENTERLINE RUNWAY 9/27 CENTERLINE RUNWAY 9/27 CENTERLINE RUNWAY 9/27 CENTERLINE RUNWAY 9/27 CENTERLINE RUNWAY 9/27 CENTERLINE RUNWAY 9/27 CENTERLINE RUNWAY 9/27 CENTERLINE RUNWAY 9/27 DESIGN AIRCRAFT APPROACH CATEGORY: D GROUND CONTROL FREQUENCY: 121.70 DESIGN AIRPORT GROUP: III OF CONSTRUCTION EQUIPMENT: 25' AIR CONTROL FREQUENCY: 120.60 MAXIMUM ANTICIPATED HEIGHT LATITUDE 41°46'04.24" 41°46'10.58" 41°46'06.12" 41°46'10.77" 41°46'06.27" 41°46'09.75" 41°46'08.29" 41°46'06.24" 41°46'08.44" 41°46'15.62" 41°46'08.18" 41°46'04.26" LONGITUDE 88°27'54.53" 88°28'17.79" 88°28'20.96" 88°28'00.60" 88°27'49.70" 88°27'54.76" 88°28'08.41" 88°27'51.97" 88°27'54.77" 88°28'17.80" 88°28'17.79" 88°28'27.69" THE CONTRACTOR SHALL BE ELEVATION 704.4 702.4 698.6 704.4 704.5 704.0 703.0 703.7 705.8 701.7 702.4 695.4 SURVEY BOOK #
c Copyright CMT, Inc. S.B.G. PROJECT: IL. PROJECT: IL. LETTING ITEM: IL. CONTRACT: 6 ARR-4648 3-17-SBGP-144 BOOK # 160285-02-00 AU069 3/1/2019 17 06A ARM ARM DKP JRO SEQUENCE OF CONSTRUCTION GENERAL NOTES
DATE:Monday, March 11, 2019 9:55:43 AM UPDATE BY:Tony Marin Aurora Municipal Airport Logo FINAL PMS.png FINAL Logo Airport Municipal Aurora tbclnt_arr.dwg DWG: XREF
FILE: K:\AuroraAp\16285-02_RehabAirfieldPH2\Draw\Sheets\16028502 - Sequence Of Construction Details.dwg LAYOUT:Layout1 FILES: IMAGE 1. 6. 5. 4. 3. 2. PLACE BARRICADES AT 4' INTERVALS. PROJECT. PROP BLAST. REQUIRED TO PREVENT DISPLACEMENT BY WIND, JET OR FLASHERS TO BE BATTERY OPERATED. LENS RED LENS IS ROTATED 90°. NO SEPARATE PAYMENT WILL BE MADE FOR THIS ITEM. BARRICADES AT ALL TIMES TO THE SATISFACTION OF COSTS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SANDBAGS TO BE PLACED ON EACH SUPPORT BRACE AS ALTERNATE FLASHER LENSES SO THAT EVERY OTHER AIRPORT. AND BE ABLE TO ROTATE 90 DEGREES. 1. 7. 8. 6. 5. 4. 3. 2. INCIDENTAL TO THE CONTRACT. PLACE ALL BARRICADES OUTSIDE RUNWAY SAFETY AREAS AND TAXIWAY REQUIREMENTS. FLASHER OR STEADY BURN LIGHTS SHALL BE SECURED TO THE BARRICADES, AS DIRECTED BY THE RESIDENT ENGINEER. ALTERNATE FLASHER OR STEADY BURN LENSES EDGE OF PAVEMENT ALONG OPERATIONAL ADJACENT TO CONSTRUCTION AS FACING OF BARRICADE SHALL BE COVERED WITH REFLECTIVE TAPE OR PAINT. FLASHER OR STEADY BURN LIGHTS SHALL BE BATTERY OPERATED. LENS RED BARRICADES SHALL BE OF A COMMERCIAL DESIGN AND MEET CURRENT FAA BARRICADES SHALL BE OF LOW MASS, EASILY COLLAPSIBLE UPON CONTACT WITH AN BARRICADES TO BE PLACED WITH A MAXIMUM OF 4' SPACING END UP THE SO THAT EVERY OTHER LENS IS ROTATED 90°. OBJECT FREE AREAS. ALL COST ASSOCIATED WITH THE LOW PROFILE BARRICADES SHALL BE CONSIDERED AIRCRAFT OR ANY OF IT COMPONENTS, AND WEIGHTED TO AVOID BEING BLOWN OVER. APPROVED BY THE RESIDENT ENGINEER. AND BE ABLE TO ROTATE 90°. NOT TO SCALE NOT TO SCALE PLAN VIEW SIDE VIEW 1. 6. 5. 4. 3. 2. PROPELLER WASH, JET BLAST OR OTHER WIND CURRENTS. PLACE MARKERS OVER TAXIWAY CENTERLINE. PLANS OR AS NEEDED TO FACILITATE CONSTRUCTION MARKERS ARE ONLY REQUIRED FOR TAXIWAYS CLOSED THREE (3) MARKERS SHALL BE ADEQUATELY SECURED TO PREVENT MOVEMENT BY (LATEST EDITION) AND ARE APPROVED BY THE AIRPORT. CONSECUTIVE DAYS OR MORE. SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. COST OF FURNISHING, INSTALLING, MAINTAINING AND REMOVING MARKERS CONTRACTOR SHALL MAINTAIN AND RELOCATE MARKERS AS SHOWN ON THE CAPABLE OF BEING REMOVED WITH LOW PRESSURE WATER BLASTING OR CLOSED TAXIWAY MARKERS SHALL BE PAINTED WITH TEMPORARY MARKING OTHER MATERIAL THAT DOES NOT VIOLATE THE OBJECT FREE AREA CRITERIA AND RUNWAY SAFETY AREA CRITERIA PER ADVISORY CIRCULAR 150/5300-13A TAXIWAY CENTERLINE
100' MAXIMUM
DISTANCE TO
RUNWAY EDGE 4' NOT TO SCALE BARRICADES TO RUNWAY 30' 13' RUNWAY EDGE 1. 6. 5. 3. 2. 4. RUNWAYS ACCORDING TO THE VARIOUS PHASES OF WORK AS DELINEATED IN DETAILED ON THIS SHEET. THE CROSSES ARE SHOWN RESPECTIVE DURING VARIOUS PHASES OF WORK, IT WILL BE NECESSARY TO CLOSE RUNWAYS PLANS OR AS NEEDED TO FACILITATE CONSTRUCTION BE CONSIDERED INCIDENTAL TO THE CONTRACT. MARKERS ON PAVEMENT SHALL BE PLACED OVER EXISTING RUNWAY NUMERALS MARKERS SHALL BE MATERIAL APPROVED BY THE ENGINEER. SUGGESTED SEQUENCE OF CONSTRUCTION. CLOSED BY PLACING A YELLOW CROSS AT THE LOCATION AND DIMENSIONS COST OF FURNISHING, INSTALLING, MAINTAINING AND REMOVING MARKERS SHALL CONTRACTOR SHALL MAINTAIN AND RELOCATE MARKERS AS SHOWN ON THE CLOSED RUNWAY MARKERS SHALL BE YELLOW. AND TOWER PERSONNEL. THE CONTRACTOR SHALL MARK RUNWAYS TO BE TO AIR TRAFFIC ON A TEMPORARY BASIS AS COORDINATED WITH THE AIRPORT AS SHOWN.
80' 10' 10' END OF RUNWAY NOT TO SCALE NOT TO SCALE NOT TO SCALE 36"
60' 60' 25' 25' 36" 150' 1
7
50:1 34:1 APPROACH SLOPE TRANSITIONAL SURFACE (CAT-I) (TYP.) INNER-TRANSITIONAL OFA 150' ELEV. (712') ESTABLISHED AIRPORT NOTE: IMAGINARY SURFACE REQUIREMENTS FOR EXISTING ACTIVE RUNWAYS (R/W) ARE SIMILAR EXCEPT PRIMARY SURFACE (PS) DIMENSIONS RUNWAY END HORIZONTAL SURFACE ELEV. (762') 1 H R/W 18-36 500' PS (250' LT & RT OF C) RUNWAY R/W 9-27,15/33 1000' PS (500' LT & RT OF C) HORIZONTAL SURFACE ELEV. (762') 6 200' 18-36 15-33 33 15 36 18 27 9 9-27 RWY 9/27 AND 15/33 RUNWAY PAVEMENT (SEE NOTE) 500' OR 1000' NO SCALE RWY 18/36 PRECISION (CAT I) NO SCALE NO SCALE NON-PRECISION 250' OFZ 400' OFZ RUNWAY END ELEVATION ELEVATION RUNWAY TYPE OF 699 712 700 700 706 707 C/L RUNWAY LENGTH VARIES C RUNWAY L ELEV.= R/W C/L ELEV. PRIMARY SURFACE (PS) TRANSITIONAL SURFACE L APPROACH (FEET) SLOPE 150 6 43 34:1 34:1 20:1 20:1 34:1 50:1 H 1 L 200' H ELEVATION (712') ESTABLISHED AIRPORT APPROACH SLOPE VARY
34:1 7 1
50:1 SURVEY BOOK #
c Copyright CMT, Inc. S.B.G. PROJECT: IL. PROJECT: IL. LETTING ITEM: IL. CONTRACT: 7 ARR-4648 3-17-SBGP-144 BOOK # 160285-02-00 AU069 3/1/2019 17 06A ARM ARM DKP JRO SEQUENCE OF CONSTRUCTION DETAILS
DATE:Monday, March 11, 2019 9:55:48 AM UPDATE BY:Tony Marin Aurora Municipal Airport Logo FINAL PMS.png FINAL Logo Airport Municipal Aurora tbclnt_arr.dwg DWG: XREF
FILE: K:\AuroraAp\16285-02_RehabAirfieldPH2\Draw\Sheets\16028502 - Typical Sections.dwg LAYOUT:Layout1 FILES: IMAGE INCIDENTAL TO PATCH. MAXIMUM LIFTS. COST OF EXISTING PAVEMENT IN 3" TO MATCH DEPTH COURSE (403) WITH BITUMINOUS BASE REMOVAL AND REPLACE FULL DEPTH PAVEMENT A NEAT VERITCAL FACE. FULL DEPTH TO PRODUCE SHALL BE SAW CUT EXISTING PAVEMENT PATCH. COST INCIDENTAL TO PATCH EDGES CLEAN AND TACK (603) 1. 3. 2. PAVEMENT REMOVAL AND REPLACEMENT NOTES PAVEMENT REMOVAL AND REPLACEMENT AREAS IN THE FIELD DURING CONSTRUCTION. PAVEMENT REMOVAL AND REPLACEMENT QUANTITIES ARE ESTIMATED. EXISTING MEDIUM TO HIGH SEVERITY DEPTHS OF EXISTING PAVEMENTS SECTIONS ARE APPROXIMATE BASED ON DATA SUPPLIED BY RECORDS, MILLED SURFACE.. MATERIAL TO REMOVE. NO EXTRA COMPENSATION WILL BE ALLOWED FOR ANY VARIATION IN THE PAVEMENT SECTIONS ACTUALLY ENCOUNTERED. THIS WORK SHALL BE DETERMINED IN THE FIELD WITH AIRPORT/ENGINEER AFTER INSPECTION OF TRANSVERSE CRACKS ARE SPACED AT VARIABLE INTERVALS. THE RESIDENT ENGINEER SHALL LAY OUT AIRPORT PERSONNEL, AND PAVEMENT CORES. THE CONTRACTOR SHALL VERIFY TYPE THICKNESS OF 1. NOTES: 2. LIMITS OF TURF SHOULDER SHALL BE ADJUSTED IN THE FIELD AS REQUIRED. TOPSOIL REQUIRED FOR FILL WILL VARY IN DEPTH. NEW/EXISTING 1-1/2" PAVEMENT SEE NOTE 1
E.O.P. AND HEAVY DUTY MULCHING 3% TO 5% TO 3% TOPSOILING, SEEDING EXISTING GROUNDLINE NOT TO SCALE NOT TO SCALE 3'-4' 5' - 10' NEW BITUMINOUS PRIME COAT (602) NEW GROUNDLINE NEW BITUMINOUS SURFACE COURSE OVERLAY (401) AND COMPACTED TO BE REGRADED GRANULAR BASE EXISTING EXISTING VARIABLE DEPTH BITUMINOUS PAVEMENT (4" TO 12" DEPTH) C 1-1/2" (TYPICAL) 5' - 10' G H D C K E B A F J I 37.5' RUNWAY 18/36 1.5% AND VARIES 25' AND VARIES TAXIWAY P EXISTING GROUNDLINE EXISTING BITUMINOUS PAVEMENT (DEPTH VARIES) NEW SOIL STABILIZATION FABRIC (152) NEW 13" CRUSHED AGGREGATE BASE COURSE (209) NEW 2" BITUMINOUS BASE COURSE (403) NEW 12" POROUS GRANULAR EMBANKMENT (208) NEW TACK COAT (603) (BETWEEN LIFTS) NEW PRIME COAT (602) NEW 2" BITUMINOUS SURFACE COURSE (401) NEW BITUMINOUS TACK COAT (603) NEW 2" BITUMINOUS SURFACE COURSE (401) NEW 2"± BITUMINOUS SURFACE MILLING (401) TOPSOILING (905), SEEDING (800) AND HEAVY DUTY MULCHING 37.5' RUNWAY 18/36 25' AND VARIES NOTE: SEE SHEET 9 FOR KEY MAP NOTE: SEE SHEET 9 FOR KEY MAP TAXIWAY P
1.5% AND
VARIES H NOT TO SCALE NOT TO SCALE E C RUNWAY 18/36 AND TAXIWAY P C TAXIWAY P/RUNWAY 18/36 L L I 37.5' RUNWAY 18/36 K 25' AND VARIES
B
TAXIWAY P
1.5% AND 1.5% G VARIES
37.5' RUNWAY 18/36 1.5% AND VARIES AND 1.5% 25' AND VARIES F TAXIWAY P A J 5' - 10'
D 1.5% TO 5% TO 1.5% DETAIL (TYPICAL) SHOULDER SEE TURF SURVEY BOOK #
c Copyright CMT, Inc. S.B.G. PROJECT: IL. PROJECT: IL. LETTING ITEM: IL. CONTRACT: 8 ARR-4648 3-17-SBGP-144 BOOK # 160285-02-00 AU069 3/1/2019 17 06A ARM ARM DKP JRO TYPICAL SECTIONS PAVEMENT REHABILITATION DETAILS
terminal ga 2018.jpg ga terminal
DATE: Monday, March 11, 2019 9:55:59 AM UPDATE BY: Tony Marin 2.dwg Ph Rehab AAR-Airfied Aurora Municipal Airport Logo FINAL PMS.png FINAL Logo Airport Municipal Aurora tbclnt_arr.dwg DWG: XREF
FILE: K:\AuroraAp\16285-02_RehabAirfieldPH2\Draw\Sheets\16028502 - Pavement Rehab Taxiway P.dwg LAYOUT: Layout1 FILES: IMAGE 7+00
428 1.
4. 3. 2. 328
B-1
C-1 PAVEMENT SECTION) BITUMINOUS PAVEMENT REMOVAL (SEE ITEM C FOR EXISTING ± 23" UNCLASSIFIED EXCAVATION PAVEMENT MILLING (TYPICAL) PROPOSED 2"± BITUMINOUS INSPECTION OF THE MILLED SURFACE. REMOVAL LIMITS. COST OF SAWCUTTING AND DISPOSAL EXISTING DUCT MARKERS SHALL BE SURVEYED BY THE REPLACE BITUMINOUS PAVEMENT TYPE B SHALL BE BLOCKOUT TO REMAIN UNDISTURBED. MARKERS SHALL BE REPLACED AT SAME LOCATIONS SAWED FULL DEPTH AROUND PERIMETER OF THE SURVEYED (COST INCIDENTAL TO THE CONTRACT). CONTRACTOR BEFORE SURFACE IS MILLED. DUCT COORDINATED WITH THE RESIDENT ENGINEER AFTER OF PAVEMENT SHALL BE CONSIDERED INCIDENTAL TO THE EXISTING UNDERDRAIN CLEANOUT CONCRETE THE ITEM. THE EXISTING PAVEMENT TO BE REMOVED SHALL THE DETERMINATION AND LIMITS OF REMOVE PAVEMENT CORE PAVEMENT BORING EXISTING BITUMINOUS PAVEMENT TO BE REMOVED FOR NEW PAVEMENT STRUCTURE - SEE TYPICAL SECTION SHEET 8 8+00 2"± BITUMINOUS PAVEMENT MILLING NEW 2" SAWCUT AT MILLING LIMITS (TYPICAL) (SEE SHEET 8)(TYPICAL) TYPICAL SECTION A-A
427
327 A
25' 25' PAVEMENT SECTION) (SEE ITEM D FOR EXISTING BITUMINOUS PAVEMENT REMOVAL ± 18" UNCLASSIFIED EXCAVATION 9+00
426
326 B
A A
C-1 10+00
425
B
A
325
B-1 37.5' 198 199 201 202 203 204 205 206 207 208 209 210 11+00 37.5' F G G F F G
424
324
A B (SEE SHEET 8)(TYPICAL) TYPICAL SECTION B-B PAVEMENT MILLING PROPOSED 2"± BITUMINOUS (TYPICAL) 12+00 SEE NOTE 4
A A B
423
323
25' 25' 13+00
C-2 C 20' C 101 102 103 104 105 322 106 107 108 109 110 4' 20' C C E C 14+00
B B LIMITS (TYPICAL) NEW 2" SAWCUT AT MILLING
C-3
421
321 (SEE SHEET 8)(TYPICAL) TYPICAL SECTION B-B 20' 15+00 D PROPOSED 2"± BITUMINOUS PAVEMENT MILLING PROPOSED BITUMINOUS PAVEMENT REMOVAL PROPOSED BITUMINOUS PAVEMENT REMOVAL (SEE ITEM C FOR EXISTING PAVEMENT SECTION) (BITUMINOUS DEPTH VARIES FROM 10" TO 18" C D SECTIONS (SEE ITEM E FOR EXISTING PAVEMENT SECTION) ± 19" UNCLASSIFIED EXCAVATION
420 G C A H E D F B 320 H EXISTING 11”+/- BITUMINOUS PAVEMENT EXISTING 9” PCC PAVEMENT (501) EXISTING 7" MACADAM SUB-BASE EXISTING 6” BITUMINOUS SURFACE AND BASE COURSE (401 201) EXISTING 11" ” BITUMINOUS SURFACE AND BASE COURSE (401 201) EXISTING 12” CRUSHED AGGREGATE BASE COURSE (209) EXISTING 6” BITUMINOUS BASE COURSE (201) EXISTING 2” BITUMINOUS SURFACE COURSE (401) EXISTING 6”+/- GRANULAR SUB-BASE EXISTING 18” BITUMINOUS SURFACE AND BASE COURSE (401 201) EXISTING 6”+/- GRANULAR SUB-BASE EXISTING 10”+/- BITUMINOUS SURFACE AND BASE COURSE (401 201) EXISTING 13” CRUSHED AGGREGATE BASE COURSE (209) EXISTING 2” BITUMINOUS BASE COURSE (201) EXISTING 2” BITUMINOUS SURFACE COURSE (401) EXISTING 4” CRUSHED AGGREGATE BASE COURSE (209) EXISTING 9” PCC PAVEMENT (501) RUNWAY 18/36 STA. 203+00 TO 204+36 BEGIN RUNWAY 18/36 TO STA. 203+00 BEGIN TAXIWAY P TO STA. 8+75 TAXIWAY P WIDENING STA. 13+58 TO 14+58 TAXIWAY P STA. 14+78 TO 14+98 TAXIWAY P STA. 13+19 TO 14+78 TAXIWAY P STA. 8+75 TO 10+51 WEST APRON 15+79
419
319
418
318
417
317 CORING NO. BORING/ C-3 C-2 B-2 C-1 B-1
416
316 STA. 312+30.12, 85.00' LT. TAXIWAY P CENTERLINE TAXIWAY P CENTERLINE TAXIWAY P CENTERLINE TAXIWAY A CENTERLINE TAXIWAY P CENTERLINE STA. 13+21.70, 20.56' RT. STA. 14+09.18, 19.16' LT. STA. 10+77.39, 13.46' LT. STA. 9+99.09, 22.02' RT. STATION AND OFFSET
415
315 1858293.175 1858291.825 1858332.860 1858452.978 1858327.280 NORTHING
414 946764.418 946441.805 947755.795 946851.910 946520.119 EASTING 314 0 DEPTH 10' 20' - - - 60
413 1.5" BITUMINOUS SURFACE COURSE (201) 1.25" BITUMINOUS BASE COURSE (201) 1.75" BITUMINOUS BASE COURSE (201) 1.25" BITUMINOUS SURFACE COURSE (401) 13.0" PCC PAVEMENT (501) 1.5" BITUMINOUS SURFACE COURSE (401) 2.25" BITUMINOUS SURFACE COURSE (201) 2.0" BITUMINOUS SURFACE COURSE (401) 2.75" BITUMINOUS SURFACE COURSE (401) 2.25" BITUMINOUS BASE COURSE (201) 2.0" BITUMINOUS SURFACE COURSE (401) 24" CRUSHED ASPHALT (154) 6.5" CRUSHED STONE 2.0" BITUMINOUS BASE COURSE (201) 2.0" BITUMINOUS SURFACE COURSE (401) 4.0" BITUMINOUS SURFACE COURSE (201) 3.5" BITUMINOUS SURFACE COURSE (401)
313 CORE DATA
X 120
X
B-2
412
312
X
3 2 1
X
411 SURVEY BOOK #
c Copyright CMT, Inc. S.B.G. PROJECT: IL. PROJECT: IL. LETTING ITEM: IL. CONTRACT: 9 ARR-4648 3-17-SBGP-144 BOOK # 160285-02-00 AU069 3/1/2019 17 06A ARM ARM DKP JRO PAVEMENT REHABILITATION/ PAVEMENT REMOVALS - TAXIWAY P
AAR-Airfied Rehab Ph 2.dwg Ph Rehab AAR-Airfied
terminal ga 2018.jpg ga terminal ARR Phase2 Papa Rehab.dwg Papa Phase2 ARR
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DATE: Monday, March 11, 2019 9:56:17 AM UPDATE BY: Tony Marin 2.dwg Ph Rehab AAR-Airfied Aurora Municipal Airport Logo FINAL PMS.png FINAL Logo Airport Municipal Aurora tbclnt_arr.dwg DWG: XREF
FILE: K:\AuroraAp\16285-02_RehabAirfieldPH2\Draw\Sheets\16028502 - Pvmt Rehab Grading Erosion Taxiway P.dwg LAYOUT: Layout1 FILES: IMAGE
8+00
619 620.50 620.49 EXISTING CONTOURS EXISTING FLOW DIRECTION NEW TOPSOIL (905), SEEDING (901), NEW INLET PROTECTION (156) 620.49 EXISTING GRADE 620.50 NEW GRADE AND HEAVY DUTY MULCH (908)
327
698
698.57 698.95 698.64 23.8' SHEET
THIS 9+00 -';/#2
(TYPICAL) 698.90 699.32 698.95
25'
699 697
699.35 699.71 699.30
698 326 5' (TYPICAL)
699.73 700.10 699.73
699
700.18 700.49 700.12
700
10+00 700 700.51 700.88 700.51
701.12 701
700.99 701.26 701.15 25' 30.2' 701.86
325 701.23 701.57
701.28 701.40 701.55 701.60 701.66 701.80 701.85
701 701.71
37.5' 702
201 202 203 204 205
701.67 701.82 701.94 701.98 702.08 702.13 702.19 702.27 11+00 37.5'
701 702
701.23 701.44 701.48 701.59 701.54 701.62 701.80 701.86
25.8'
701.32 701.49
324
(TYPICAL) 700.98 701.32 701.06
700.97 701.07
25' 701 NEW INLET PROTECTION (TYPICAL)
700 700.67 701.04 700.74 12+00 5' (TYPICAL) 700.43 700.83 700.49 HEAVY DUTY MULCHING NEW TOPSOIL, SEEDING AND (5' WIDE)(TYPICAL) 699
700.31 700.68 700.31 700
323
700.17 700.54 700.17 699
25' 25' 9.6'
12' 700.05 700.39 700.07
700.15 700.32 700.20 700.10 700.08
13+00
31.4' 701
699.97 700.48 699.79 700.06 700.17 700.45 700.54 700.65 700.77700.80 20' 101 102 103 104 105
700.03 700.25 700.39 700.55 700.72 700.90 701.11 322 20' 701.03
699.80 700.10 700.41 700.66 700.63 700.58 700.70
17.5' 700.05 700.54 700.31
(TYPICAL) 700.43 700.80 700.56 700.34 700.15 700.27 25'
14+00 700.18
699 700.62 700.99 700.62 700.37 30' 25.5' 10' (TYPICAL)
700.82 701.19 700.74
699
700 321 700
701.01 701.38 701.01
701.20 701.30 701.58 701.38
701
701.40 15+00 701.65
701.43 701.78 701.75
701.72
701.69 701.74 701.51 701.55
702
320 0 15+79 30 60 SURVEY BOOK #
c Copyright CMT, Inc. S.B.G. PROJECT: IL. PROJECT: IL. LETTING ITEM: IL. CONTRACT: 10 ARR-4648 3-17-SBGP-144 BOOK # 160285-02-00 AU069 3/1/2019 17 06A ARM ARM DKP JRO GRADING AND EROSION CONTROL PLAN TAXIWAY P
ARR Phase2 Papa Rehab.dwg Papa Phase2 ARR
terminal ga 2018.jpg ga terminal
DATE: Monday, March 11, 2019 9:56:31 AM UPDATE BY: Tony Marin 2.dwg Ph Rehab AAR-Airfied Aurora Municipal Airport Logo FINAL PMS.png FINAL Logo Airport Municipal Aurora tbclnt_arr.dwg DWG: XREF
FILE: K:\AuroraAp\16285-02_RehabAirfieldPH2\Draw\Sheets\16028502 - Ud Marking Taxiway P.dwg LAYOUT: Layout1 FILES: IMAGE
UD 1. 7. 6.
5. 4. 3. 2. UD
8+00 150/5340-1L (LATEST EDITION). MARKINGS SHALL BE OUTLINED WITH A 6" BLACK BORDER. SCRAPE THE EXISTING MARKINGS TO REMOVE LOOSE PAINT PRIOR MARKING ALL SURFACE PAINTED HOLDING POSITION SIGNS AND RUNWAY ALL LETTERS, NUMBERS AND SYMBOLS SHALL CONFORM TO FAA ADVISORY CIRCULAR ALL TAXIWAY MARKINGS ARE YELLOW WITH A 6" BLACK BORDER. ALL RUNWAY MARKINGS ARE WHITE WITH A 6" BLACK BORDER. TAXIWAY STRIPE SHALL BE GAPPED 6" ON EACH SIDE OF RUNWAY STRIPE. WHEN YELLOW TAXIWAY STRIPING CROSSES ANY WHITE RUNWAY THE THE PAVEMENT SURFACE SHALL BE CLEAN AND DRY PRIOR TO MARKING. APPLICATION. WHERE EXISTING MARKINGS ARE TO BE REPAINTED OVER, THE CONTRACTOR SHALL 0 REPRESENTATIVE OF THOSE TO BE ENCOUNTERED IN THE FIELD. WHATSOEVER IN RESPECT TO THE ACCURACY OR SUFFICIENCY EXPRESSED OR IMPLIED THAT THE CONDITIONS INDICATED ARE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VISIT SITE AND ACQUAINT HIMSELF WITH THE EXISTING CONDITIONS. OBTAINED FROM AVAILABLE RECORDS. NEITHER THE OWNER OF THE INFORMATION AND THERE IS NO GUARANTEE EITHER THE INFORMATION SHOWN ON THESE PLANS HAS BEEN NOR THE ENGINEER ASSUMES ANY RESPONSIBILITY 30 UD
327 NEW WATERBORNE PAVEMENT MARKING NEW 6" PERFORATED UNDERDRAIN (705) WITH 6" BLACK BORDER (620) 60 BITUMINOUS PAVEMENT (TYPICAL)
20' BEYOND LIMITS OF NEW 9+00 MARKING (SEE DETAIL) NEW RUNWAY HOLDING POSITION
326 (TYPICAL) UD UD 200'
25' 25' 10+00
CKT#2
325 60' R 60' 37.5'
40' 201 202 203 204 205 11+00 37.5'
60' R
324 RUNWAY CENTERLINE STRIPE NEW 36" WIDE AND 120' LONG WHITE DESIGNATOR (TYPICAL) NEW WHITE RUNWAY BITUMINOUS PAVEMENT LIMITS OF NEW BITUMINOUS PAVEMENT LIMITS OF NEW NEW 12" WIDE YELLOW CENTERLINE STRIPE (TYPICAL) CKT#2 CKT#2 MARKING (SEE DETAIL) NEW RUNWAY HOLDING POSITION UNDISTURBED EXISTING UNDERDRAIN CLEANOUT TO REMAIN 12+00 UD UD
CO CO ST ST ST CKT#3 CKT#3 25' 25'
323
BITUMINOUS PAVEMENT LIMITS OF NEW
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST ST ST ST ST
13+00 60' R R 60'
CO 20' 20' 101 102 103 104 105
322
20'
20' ST
CO UD R 60'
60' R
UNDERDRAIN NEW 115 LF 6" W/SOCK @ 0.50%
UNDERDRAIN NEW 117 LF 6" UD W/SOCK @ 0.5% INV = 697.20 CKT#4
NEW CAP
+20.92 UD
CKT#3 REIL CKT#4 LIMITS OF NEW WT BITUMINOUS PAVEMENT
14+00 INV = 697.6 NEW CAP +00.00 UD
CKT#4 PAVEMENT MARKING (TYPICAL) REMOVE 20 SF EXISTING CKT#5
CKT#4 UD
CKT#5 ST
CKT#5 UD REIL ST ST
UD
ST CKT#5
ST
ST
ST
ST
ST
ST
ST 321
ST
ST
ST
ST ST ST ST
ST ST ST ST ST
UNDERDRAIN NEW 81 LF 6" W/SOCK @ 1.0% UD UD INV = 698.9 NEW CAP +25.29
ST
ST 60' R 60'
UD 5'
CO
15+00 ST EXISTING PAVEMENT REMOVE 140 SF MARKING (TYPICAL) EXISTING STORM SEWER UNDERDRAIN PAY ITEM) UNDERDRAIN TO (COST INCIDENTAL TO CONNECT NEW INV = 699.0 NEW CAP +54.43
UNDERDRAIN NEW 55 LF 6" W/SOCK @ 0.50% MARKING (SEE DETAIL) NEW NON-MOVEMENT PAVEMENT BITUMINOUS LIMITS OF NEW AREA PAVEMENT ST
320 ST 15+79
CO ST SHEET THIS
-';/#2
ST ST SURVEY BOOK #
c Copyright CMT, Inc. S.B.G. PROJECT: IL. PROJECT: IL. LETTING ITEM: IL. CONTRACT: 11 ARR-4648 3-17-SBGP-144 BOOK # 160285-02-00 AU069 3/1/2019 17 06A ARM ARM DKP JRO UNDERDRAIN AND MARKING PLAN TAXIWAY P
ARR Phase2 Papa Rehab.dwg Papa Phase2 ARR
terminal ga 2018.jpg ga terminal
DATE: Monday, March 11, 2019 9:56:51 AM UPDATE BY: Tony Marin 2.dwg Ph Rehab AAR-Airfied Aurora Municipal Airport Logo FINAL PMS.png FINAL Logo Airport Municipal Aurora tbclnt_arr.dwg DWG: XREF
FILE: K:\AuroraAp\16285-02_RehabAirfieldPH2\Draw\Sheets\16028502 - Proposed Improvements - South Apron.dwg LAYOUT: Layout1 FILES: IMAGE D1 ST R E D B C / /
U1 A X LEGEND EXISTING INLET/UTILITY STRUCTURE AND BOX OUT TO BE RECONSTRUCTED EXISTING PCC PAVEMENT TO BE REMOVED (AT501900) EXISTING PCC PAVEMENT TO BE REMOVED (AS501900) EXISTING PCC PAVEMENT AND HMA BASE COURSE TO BE REMOVED (AR501900) EXISTING PCC PAVEMENT TO BE REMOVED (AR501900) (AR751980/AR800109) 8" CRUSHED AGGREGATE BASE COURSE (AR209608) (BASE BID) AND REPLACE WITH 9" PCC PAVEMENT (AT501509) (ADDITIVE ALTERNATE NO. 2) AND REPLACE WITH 9" PCC PAVEMENT (AS501509) (ADDITIVE ALTERNATE NO. 1) AND REPLACED WITH 11" PCC PAVEMENT (AR501511) AND REPLACED WITH 9" PCC PAVEMENT (AR501509) (BASE BID) REINFORCED PANEL NEW TYPE E - DOWELED CONSTRUCTION JOINT NEW TYPE D - DUMMY CONTRACTION JOINT NEW TYPE C - DOWELED CONTRACTION JOINT NEW TYPE B - HINGED CONTRACTION JOINT (TIED) NEW TIEDOWN (AR510510/AT510510) NEW TYPE A ISOLATION JOINT ST
ST
C D ST ST SS ST ST ST
ST ST ST ST ST ST ST ST ST ST ST ST ST X ST ST
E C ST
X ST ST
ST ST X
A ST ST
ST
C X R R D3 D7 INLET/UTILITY PCC BOX OUT (TYPICAL) NEW THICKENED EDGE AROUND
E
X ST 10. 1. 7. 6.
9. 8. 5. 3. 2.
4. ST (TYPICAL) REMOVAL PAY ITEM. REMOVED UNDER PCC PAVEMENT SHALL NOT BE MEASURED SEPARATELY FOR PAYMENT BUT INCIDENTAL TO THE IN AREAS OF PCC REMOVAL WITHIN THE EXISTING TERMINAL APRON, SHALL INCLUDE HMA BASE. BASES IN AREAS OF NEW 9" PCC PAVEMENT INSTALLATION, THE CONTRACTOR SHALL REGRADE AND COMPACT EXISTING AGGREGATE BASE PAVEMENT. INSTALL NEW EXPANSION JOINT WITHIN THE LIMITS OF REMOVAL EXISTING PCC PAVEMENT. PAVEMENT. INITIAL SAWCUT SHALL BE MADE AS SOON POSSIBLE. SAWING STOPPED IF SPALLING OF THE IS NOTED AND RESUMED BASE GRADE SHALL BE TO THE SATISFACTION OF RESIDENT ENGINEER AND WILL NOT MEASURED PAYMENT. EXISTING CONSTRUCTION JOINTS ARE KEYED. WHEN NEW DOWELS INSTALLED AT AN KEYED JOINT, THE JOINT FOR ON A SQUARE FOOT BASIS AS DETAILED IN THE SPECIFICATION. UNIFORM WIDTH. DRY CUTTING OF INITIAL CUT AND THE FINAL JOINT RESERVOIR SHALL NOT BE ALLOWED. ONLY WET SAWING METHODS EMPLOYED COURSE TO THE SATISFACTION OF RESIDENT ENGINEER. ANY ADDITIONAL AGGREGATE FILL OR EXCAVATION NECESSARY MEET SHALL BE CLEANED AND PATCHED IN ACCORDANCE WITH THE PAVEMENT JOINTING DETAILS. COSTS INCIDENTAL TO NEW PCC SHOWN ON THE PLANS SHALL BE REMOVED AND REPLACED BY CONTRACTOR AT HIS EXPENSE. THESE AREAS SAW CUT TO A SAWCUTTING AND DISPOSAL OF PAVEMENT SHALL BE CONSIDERED INCIDENTAL TO THE ITEM. ANY DAMAGE BEYOND LIMITS CONTRACTOR SHALL INSTALL DOWEL BARS INTO THE EXISTING CONCRETE PAVEMENT ON ALL SIDES, COST INCLUDED IN NEW PCC ON THIS PROJECT. THE EXISTING PAVEMENT TO BE REMOVED SHALL SAWED FULL DEPTH AROUND PERIMETER OF REMOVAL LIMITS. COST JOINT BETWEEN NEW AND EXISTING PCC PAVEMENT SHALL BE SAWED SEALED. COST INCLUDED IN PAVEMENT. ALL PAVEMENT MARKINGS SHALL BE RESTORED TO MATCH THE EXISTING PRIOR REMOVAL. MARKING PAID AFTER ADDITIONAL CURE TIME.
NOTES
X
ST
ST ST
E ST
EXISTING SOUTH APRON PAVEMENT
9" PCC PAVEMENT (501)
4" AGGREGATE BASE (209) ST
D ST
NEW TIE DOWN
X
ST
ST X
C
ST
ST X
E
ST ST
X
ST ST
X
X ST ST ST ST ST ST
X ST ST
D6 ST ST D2
ST X ST
ST ST ST
X ST
ST X ST ST ST ST
ST X
ST
60 30 0 ST
(TYP) U1
15' W X 7' E
E 12.5' REPRESENTATIVE OF THOSE TO BE ENCOUNTERED IN THE FIELD. WHATSOEVER IN RESPECT TO THE ACCURACY OR SUFFICIENCY EXPRESSED OR IMPLIED THAT THE CONDITIONS INDICATED ARE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VISIT (TYP) SITE AND ACQUAINT HIMSELF WITH THE EXISTING CONDITIONS.
R X OBTAINED FROM AVAILABLE RECORDS. NEITHER THE OWNER OF THE INFORMATION AND THERE IS NO GUARANTEE EITHER THE INFORMATION SHOWN ON THESE PLANS HAS BEEN
NOR THE ENGINEER ASSUMES ANY RESPONSIBILITY X
ST X
ST (TYPICAL)
ST D4
A
E X R ST ST ST ST ST ST ST ST ST D1 D5 X
D E
ST E
D R INCIDENTAL) UNDISTURBED (COST EXISTING MONITORING WELL BE REPLACED SHALL REMAIN COVER IN PCC PAVEMENT TO
D REINFORCEMENT REMOVED AND REPLACED WITH NEW 11" PCC PAVEMENT AND 4' WIDE PCC PAVEMENT TO BE TYPE A ISOLATION JOINT WITH
D 8'
E X ST U2 33' 15'
D ST D
E (TYPICAL) X
(TYPICAL) 6.5' 1.5' 3.5'
D B B
E
E
D B B 0.5'
A SHEET THIS -';/#2
EXISTING TERMINAL APRON PAVEMENT 9" PCC PAVEMENT (501) ±8" BITUMINOUS BASE COURSE SURVEY BOOK #
c Copyright CMT, Inc. S.B.G. PROJECT: IL. PROJECT: IL. LETTING ITEM: IL. CONTRACT: 12 ARR-4648 3-17-SBGP-144 BOOK # 160285-02-00 AU069 3/1/2019 17 06A ARM ARM DKP JRO PROPOSED IMPROVEMENTS SOUTH APRON
ARR Phase2 Papa Rehab.dwg Papa Phase2 ARR
terminal ga 2018.jpg ga terminal
DATE: Monday, March 11, 2019 9:57:19 AM UPDATE BY: Tony Marin 2.dwg Ph Rehab AAR-Airfied Aurora Municipal Airport Logo FINAL PMS.png FINAL Logo Airport Municipal Aurora tbclnt_arr.dwg DWG: XREF
FILE: K:\AuroraAp\16285-02_RehabAirfieldPH2\Draw\Sheets\16028502 - Proposed Improvements - Terminal Apron.dwg LAYOUT: Layout1 FILES: IMAGE
REPRESENTATIVE OF THOSE TO BE ENCOUNTERED IN THE FIELD.
WHATSOEVER IN RESPECT TO THE ACCURACY OR SUFFICIENCY EXPRESSED OR IMPLIED THAT THE CONDITIONS INDICATED ARE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VISIT
SITE AND ACQUAINT HIMSELF WITH THE EXISTING CONDITIONS.
ST OBTAINED FROM AVAILABLE RECORDS. NEITHER THE OWNER OF THE INFORMATION AND THERE IS NO GUARANTEE EITHER
SS
ST THE INFORMATION SHOWN ON THESE PLANS HAS BEEN ST NOR THE ENGINEER ASSUMES ANY RESPONSIBILITY
ST
ST
ST CO
ST
ST
ST ST
ST ST
ST ST
ST ST
ST ST
D8 ST ST 0
R ST
30
ST ST 60
SS
SS
ST
ST ST
G
XW D
W X
G E B
W
G
R E
SAN SAN
X G G X
R E E R X A W W
R
E
G
R
R
W
X
T
W
E
G
X ST W
SS
T X R
G
W
R
R
E
W
T
X
R
G
R E
W
R
W
T E
E G X
W
G
W
T
EXISTING TERMINAL APRON PAVEMENT ±8" HMA BITUMINOUS BASE (401) 9" PCC PAVEMENT (501)
ST E
E
E
W ST EXISTING TAXIWAY A PAVEMENT 9" PCC PAVEMENT (501) VARIABLE DEPTH BITUMINOUS MILLING 4" CRUSHED AGGREGATE BASE (209)
G
W W E W W
T ST
X
E G REPLACED WITH NEW 11" PCC PAVEMENT AND 4' WIDE PCC PAVEMENT TO BE REMOVED AND TYPE A ISOLATION JOINT WITH REINFORCEMENT
SAN
E SAN NOT SHOWN FOR CLARITY (TYPICAL) NEW UTILITY RECONSTRUCT BOX OUTS
SAN
T 0 30
SAN (TYPICAL) (TYPICAL) (TYPICAL) 60
SAN E 0.5' B D E R R U3
CO
CO
CO
CO
CO A 3.5' U5 U4 SHEET THIS -';/#2 R A SURVEY BOOK #
c Copyright CMT, Inc. S.B.G. PROJECT: IL. PROJECT: IL. LETTING ITEM: IL. CONTRACT: 13 ARR-4648 3-17-SBGP-144 BOOK # 160285-02-00 AU069 3/1/2019 17 06A ARM ARM DKP JRO PROPOSED IMPROVEMENTS TERMINAL APRON
DATE:Monday, March 11, 2019 9:57:24 AM UPDATE BY:Tony Marin Aurora Municipal Airport Logo FINAL PMS.png FINAL Logo Airport Municipal Aurora tbclnt_arr.dwg DWG: XREF
FILE: K:\AuroraAp\16285-02_RehabAirfieldPH2\Draw\Sheets\16028502 - Jointing Details.dwg LAYOUT:Layout1 FILES: IMAGE 1. 3. 2. REPAIR MIXTURE. FILL EXISTING KEYWAY PER TABLE 2. INSTALL NEW DOWEL BAR RESIDENT ENGINEER. EXISTING KEYWAY LINER KEYWAY CLEANED TO THE MORTAR OR CONCRETE NON-SHRINK GROUT, SATISFACTION OF THE WITH AN IDOT APPROVED TO BE REMOVED AND NOTES: 8"± HMA BASE 4"± AGGREGATE BASE OR 18" (MIN.) (TYPICAL) 1. 3. 2. REINFORCED. (REINFORCEMENT NOT SHOWN). R - DENOTES ODD SHAPED REINFORCED PANELS TO BE WITH WIRE FABRIC SPECIFICATION FOR ITEMS 501 AND 605. CONSTRUCTION. DIMENSION OF BOXOUT MAY VARY TO FIT FIELD CONDITIONS. ALL CONCRETE AND OTHER MATERIALS SHALL BE IN CONFORMANCE WITH THE AS SHOWN ON THIS SHEET. ALL NON RECTANGULAR SHAPED PANELS SHALL BE ABOVE BLOCKOUT SHALL BE CONSTRUCTED FOR EXISTING MANHOLE/ INLET/UTILITIES 9" TO 13" PCC NEW 11" AND VARIES PCC (501) BASE (209) ROLLER COMPACTED NEW 8" CRUSHED AGGREGATE NEW JOINT TYPE E JOINT R DOWEL BAR EPOXY-COATED SIZE AND SPACING SEE TABLE 2 FOR OIL THIS END NOT TO SCALE FOR SIZE AND SPACING TIE BAR (SEE TABLE 2) T/2 ± d/2 R EXISTING FRAME AND GRATE TO BE REPLACED 1/2 BAR LENGTH 1/2 BAR LENGTH FUEL RESISTANT SEALANT (ASTM D5893)) NEW 11" PCC (COST INCIDENTAL) NEW 1.5" TYPE A ISOLATION JOINT ON ALL SIDES (JOINT SHALL BE SAWED DOWN 2-1/8" AND FILLED WITH BACKER ROD JET SYMBOL NEW JOINT (TYP) SYMBOL 4' TIE BARS @ 6" CTS. 4 - #5 x 30" DEFORMED P.C.C. SLAB IN BOTH DIRECTIONS A-185) 0.05% OF CROSS SECTIONAL AREA WELDED WIRE FABRIC FLAT STOCK (ASTM E B T+T/4 RESIDENT ENGINEER. FOR APPROVAL BY THE PROPOSE ALTERNATE METHODS BAR IN CHEMICAL ADHESIVE PER EXISTING PAVEMENT. SET DOWEL 501 SPEC. CONTRACTOR MAY DRILL d + 1/4" DIA. HOLE INTO
T+2" MIN. EXISTING PAVEMENT
d T/2 8"± HMA 9" TO 13" PCC SYMBOL PAVEMENT EXISTING OR NEW 9" OR 13" P.C. CONCRETE CONSTRUCTION JOINT NOTE: DOWEL BAR EPOXY-COATED SIZE AND SPACING SEE TABLE 2 FOR JOINT DIMENSIONS SHALL MEET MANUFACTURER'S RECOMMENDATION D OIL THIS END TO NEAREST JOINT TYPE C T/2 ± d/2 1/2 BAR LENGTH T CONCRETE SYMBOL RESIDENT ENGINEER. FOR APPROVAL BY THE PROPOSE ALTERNATE METHODS BAR IN CHEMICAL ADHESIVE PER EXISTING PAVEMENT. SET DOWEL 501 SPEC. CONTRACTOR MAY DRILL d + 1/4" DIA. HOLE INTO SIZE AND SPACING SEE TABLE 2 FOR E N.T.S. EXISTING PAVEMENT T/2 ± d/2 1/2" x SAWCUT IN ASPHALT ASTM D5893, TYPE SL OR NS JOINT SEALANT
ASPHALT T+T/4
T+2" MIN. 1/2 BAR LENGTH d 1-1/2" EXPANSION JOINT FILLER SYMBOL P.C. CONCRETE PAVEMENT/PCC BOXOUT EXISTING OR NEW 9" TO 13" C 5/8" BACKER ROD MATERIAL OILED. DOWEL. ONE END T EPOXY COATED 1/4" MIN. - 1/2" MAX. BELOW PAVEMENT d 1/2" MINIMUM 1/4" MIN. - 1/2" MAX. BELOW PAVEMENT 5/8" BACKER ROD SYMBOL THICKNESS PAVEMENT T - INCHES 8' - 12"
1/4" 1/4" DETAIL A 1-1/2"±1/16" DETAIL A THICKNESS PAVEMENT T - INCHES DIA. (d) 13 12 11 10 1" 9 (ASTM D5893, TYPE NS) JET FUEL RESISTANT JOINT SEALANT DOWEL BAR DETAILS 1/2" 1/16" 1/2" 1/16" LENGTH 1/4" MIN. - 1/2" MAX. 2" BACKER ROD MATERIAL, OR AS RECOMMENDED BY MANUFACTURER / 1-1/2" EXPANSION JOINT FILLER + + - - 19" 1/2" X 1-5/8" MIN. SECOND SAWCUT (ASTM D5893, TYPE NS) JET FUEL - RESISTANT JOINT SEALER (ASTM D5893, TYPE NS) JET FUEL RESISTANT JOINT SEALANT A SECOND SAWCUT 1/2" X 1-5/8" MIN. (SEE TABLE 1 FOR DEPTH) INITIAL SAWCUT 1/8" WIDE DEPTH OF CONTRACTION JOINT TABLE 2 TABLE 1 INITIAL SAW CUT T, INCHES SPACING 12" T=(T/4) ±1/4" 3.25" 2.75" 2.50" 2.25" 3" BAR SIZE #5 TIE BAR DETAILS LENGTH 30" SPACING 30" DOWEL BAR (TYP.) 10. 1. 9. 8. 7. 6. 5. 2. 4. 3. T INITIAL INSTALLATION. 1/4" ENGINEER. PROPOSED DOWEL REQUIRED. DESIGNATED PREVENT SHIFTING DURING AND AFTER CONCRETE PLACEMENT. REMAIN MADE. BEGIN. NOT BE ALLOWED. BE GIVEN PRIORITY OVER OTHER LONGITUDINAL JOINT SAWING. BE CONFORM TO TABLE 2. SHOULD CONCRETE COST CONSTRUCTION REGARDING BENT BARS. SUPPORT CONTRACTION CONTRACTION > 1/4" WILL NOT BE ACCEPTABLE. OTHER OR 50 OF 15" MIN. AN ASSOCIATED JOINTS THE ASTM TIE ALL ASSEMBLIES ALL AFTER THE ALL
OR
(TYP.) EDGED
A
TO
INTERMEDIATE DOWEL TIE EDGES BARS INITIAL
INITIAL DOWEL
RESTRAIGHTEND A615 60
(T/2)+1"
NOTE: REINFORCEMENT SHALL NOT CROSS ANY JOINT OF
PLACEMENT FACILITATE SAWING
APPROVED SHALL
BARS BASKET
PARALLEL SHALL THE
ALL PINS
WITH
SHALL
DOWELS OT
PAVEMENT SAWCUT
OF BARS
BY
SLAB IN BOTH DIRECTIONS 0.05% OF CROSS SECTIONAL AREA P.C.C. WELDED WIRE FABRIC FLAT STOCK (ASTM A-185) SAWCUT
BAR SHALL
POURING PAY AS
AND
ASTM BE JOINTS
JOINT JOINTS NEW NOT TO
OR
AN THE ASSEMBLIES
ASSEMBLY, GRADE
DRY SHALL
BE
SAWING
ITEM METHOD
THE MESH
TO 15" MIN. OF APPROVED
PLACED IN BE HEADER,
SHALL (TYP.) BE
A616, SLABS,
SAWING, CONTRACTOR
DEFORMED ADJACENT
FOR
THE
SHALL
AND THE SHALL USED
THE OPERATIONS DIMENSION NOT TO SCALE APPROVED
AND
BE DURING SHALL
SYMBOL R 40
EXCEPT
OF APPROVED BE
ALL
PAVEMENT.
CLEAN OF
FREE SECURELY PAVEMENT
P.C.C. PAVEMENT BY
FOR
WHICH IN BE
NO
MADE THE A BE MEETING
DOWEL CLEANING TOOL
LONGITUDINAL
BE OTHER
CONSIDERED ASTM TO
DOWEL
THE SEPARATE SAWED
STANDING BARS
SEALANT THAT
BEFORE OF
CONSTRUCTION.
SECURELY BY THE 15" MIN.
TO WILL
TO (TYP.) REQUIRE HAVING
BARS
BASKET THE
BAR
SAWING JOINT TRANSVERSE THE A615 HELD THE
LANES. IDOT APPROVED THICKENED RAIL IN
BE INSURE BASKET LONGITUDINAL AS JOINT AND
SECOND
PLACEMENT SEALING
1/8" THAT RESERVOIR.
CONFORMANCE
ENGINEER
OR PAYMENT APPROVED A CAN STEEL IN
SOON
APPROVAL
INCIDENTAL
ASSEMBLIES
THE HELD
AND RADIUS
SEALING WIDTH OF
PLACE THE CLOSURE,
ARE THAT
ASSEMBLY BE
LONGITUDINAL
INSERTION
SAWCUT METHODS EDGES
BARS, AS TRANSVERSE OPERATIONS IN DOWEL
TO
TIE
INDICATED. USED
THEY BY OF
PRIOR SHALL PLACE
POSSIBLE
SHALL A
OF BE
BY MAY
RADIUS TO
GRADE MEANS 1/8"
JOINT FROM 6" MAX. 2" MIN. SHALL SHALL SHALL
BARS
BENT
WITH NEW WILL WILL
FOR BAR THE THE
OR OF TO TO TO BY BE BE BE SURVEY BOOK #
c Copyright CMT, Inc. S.B.G. PROJECT: IL. PROJECT: IL. LETTING ITEM: IL. CONTRACT: 14 ARR-4648 3-17-SBGP-144 BOOK # 160285-02-00 AU069 3/1/2019 17 06A ARM ARM DKP JRO PAVEMENT JOINTING DETAILS
DATE:Monday, March 11, 2019 9:57:28 AM UPDATE BY:Tony Marin Aurora Municipal Airport Logo FINAL PMS.png FINAL Logo Airport Municipal Aurora tbclnt_arr.dwg DWG: XREF
FILE: K:\AuroraAp\16285-02_RehabAirfieldPH2\Draw\Sheets\16028502 - Swppp Notes And Details.dwg LAYOUT:Layout1 FILES: IMAGE DRAINAGE TRIBUTARIES AND SENSITIVE AREAS RECEIVING RUNOFF FROM THIS CONSTRUCTION SITE: ISSUES. SEDIMENTATION AND EROSION CONTROL NOTES THE CONSTRUCTION SITE DRAINS INTO STORM SEWERS THAT OUTLET WELCH CREEK. OTHERWISE STATED. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ARE REFERENCED FROM THE ILLINOIS URBAN MANUAL, UNLESS THE RESIDENT ENGINEER WILL PERFORM PERIODIC INSPECTION OF SITE TO IDENTIFY POTENTIAL SEDIMENT AND EROSION ITEMS SHALL BE INSTALLED BY THE CONTRACTOR AS DIRECTED ENGINEER ON A CASE SITUATION DEPENDING RELATED ACTIVITIES. ENGINEER), PARKING OF VEHICLES OR CONSTRUCTION EQUIPMENT, STORAGE MATERIALS, OTHER DURING CONSTRUCTION, AREAS OUTSIDE THE CONSTRUCTION LIMITS AS OUTLINED PREVIOUSLY HEREIN SHALL BE PROTECTED. DESCRIPTION OF STABILIZATION PRACTICES DURING CONSTRUCTION: DISTURBANCE. PORTIONS OF THE CONSTRUCTION SITE, SUCH AS EXCAVATION AND GRADING: ENGINEER AND AS SHOWN ON THE PLANS. EROSION CONTROL SYSTEMS SHOWN IN THE PLAN CAN BE DELETED AND IF ANY ADDITIONAL TEMPORARY SYSTEMS, PREVENTION PLAN FOR COMPLIANCE WITH NPDES. ESTABLISHED. EROSION CONTROL IS IN PLACE AND WORKING PROPERLY ALL PROPOSED TURF AREAS ARE SEEDED DESCRIPTION OF STRUCTURAL PRACTICES AFTER FINAL GRADING: MULCHING AS DIRECTED BY THE ENGINEER. STABILIZATION MEASURES SHALL BE INITIATED WITHIN SEVEN (7) DAYS OF LESS THAN ONE (1) ACRE. MAINTENANCE AFTER CONSTRUCTION SEEDING AND MULCHING AT AURORA MUNICIPAL AIRPORT. SITE DESCRIPTION CONTRACTOR'S SEQUENCE OF ACTIVITIES, TIME YEAR, AND EXPECTED WEATHER CONDITIONS. CERTAIN EROSION CONTROL FACILITIES SHALL BE INSTALLED BY THE CONTRACTOR AT BEGINNING OF CONSTRUCTION. OTHER SITE BY UTILIZING PROPER TEMPORARY EROSION CONTROL SYSTEMS AND PROVIDING GROUND COVER WITHIN A REASONABLE AMOUNT CONTRACTOR IN THE PLACEMENT OF TEMPORARY EROSION CONTROL SYSTEMS AND TO PROVIDE A STORM WATER POLLUTION OF TIME. CONSTRUCTION IS COMPLETE AFTER FINAL ACCEPTANCE BY THE ILLINOIS DIVISION OF AERONAUTICS. MAINTENANCE UP THE CONTRACTOR SHALL NOT USE THIS AREA FOR STAGING (EXCEPT AS DESCRIBED ON PLANS AND DIRECTED BY THE DRAWINGS, SPECIFICATIONS AND SPECIAL PROVISIONS WILL ENSURE THAT EXISTING VEGETATION IS PRESERVED WHERE THE TOTAL AREA OF CONSTRUCTION SITE THAT WILL BE DISTURBED BY EXCAVATION, GRADING AND OTHER ACTIVITIES IS THE FOLLOWING IS A DESCRIPTION OF INTENDED SEQUENCE MAJOR ACTIVITIES WHICH WILL DISTURB SOILS FOR THIS PROJECT CONSISTS OF RECONSTRUCTING EXISTING HMA PAVEMENTS, PCC PAVEMENT REPLACEMENT, TOPSOIL PLACEMENT, THE FOLLOWING IS A DESCRIPTION OF CONSTRUCTION ACTIVITY WHICH SUBJECT THIS PLAN: WHICH ARE NOT INCLUDED IN THIS PLAN, SHALL BE ADDED. THE CONTRACTOR PERFORM ALL WORK AS DIRECTED BY THE CONTRACTOR SHALL INSTALL PERMANENT EROSION CONTROL SYSTEMS AND SEEDING WITHIN A TIMEFRAME SPECIFIED HEREIN THE PURPOSE OF THIS PLAN IS TO MINIMIZE EROSION WITHIN CONSTRUCTION SITE AND LIMIT SEDIMENTS FROM LEAVING THE FOLLOWING IS TO ESTABLISHED BEST MANAGEMENT PRACTICES BE INCORPORATED IN PROJECT DIRECT ONCE PERMANENT EROSION CONTROL SYSTEMS AS PROPOSED IN THE PLANS ARE FUNCTIONAL AND ESTABLISHED, ATTAINABLE AND DISTURBED PORTIONS OF THE SITE WILL BE STABILIZED. STABILIZATION PRACTICES INCLUDE SEEDING AREA OF CONSTRUCTION SITE AMOUNT OF TEMPORARY SEEDING, WHICH WILL BE THE CONTRACTOR'S COST. ENGINEER DETERMINE IF ANY AND AS DIRECTED BY THE ENGINEER, THEREFORE MINIMIZING AMOUNT OF AREA SUSCEPTIBLE TO EROSION REDUCING TO THIS DATE WILL BE REQUIRED BY THE CONTRACTOR. TEMPORARY ITEMS SHALL BE REMOVED, CLEANED UP, AND DISTURBED TURF RESEEDED. TEMPORARY EROSION CONTROL SYSTEMS SHALL BE LEFT IN PLACE WITH PROPER MAINTENANCE UNTIL PERMANENT 3. 2. 1. 6. 5. 4. 1. 6. 5. 3. 2. 4. B. A. INSTALL TEMPORARY EROSION CONTROL MEASURES. INSTALL CONCRETE WASHOUT AT CONTRACTOR STAGING AREA. PLACEMENT OF PERMANENT EROSION CONTROL, SUCH AS SEEDING AND MULCH. FINAL GRADING AND OTHER MISCELLANEOUS ITEMS. EXCAVATE FOR NEW PAVEMENTS. DISPOSED OF OFF SITE ON A REGULAR BASIS AS DIRECTED BY THE ENGINEER. COST THIS MAINTENANCE SHALL REGULATIONS. LEAKING EQUIPMENT OR SUPPLIES SHALL BE IMMEDIATELY REPAIRED REMOVED FROM THE SITE. EARTH STOCKPILES SHALL BE TEMPORARILY SEEDED, AT THE CONTRACTORS EXPENSE, IF THEY ARE TO REMAIN UNUSED FOR REMAIN UNDISTURBED UNTIL FULL SCALE CONSTRUCTION IS UNDERWAY TO PREVENT UNNECESSARY SOIL EROSION. LONGER NEEDED OR NO FUNCTIONING. THE COST OF THIS REMOVAL SHALL BE INCIDENTAL TO CONTRACT. BE INCIDENTAL TO THE COST OF PROJECT. MORE THAN FOURTEEN DAYS. CONSTRUCT NEW PAVEMENTS. MEASURES SHALL BE TAKEN TO CONTAIN ANY FUEL OR POLLUTANT IN ACCORDANCE WITH EPA WATER QUALITY SEDIMENT COLLECTED DURING CONSTRUCTION OF THE VARIOUS TEMPORARY EROSION CONTROL SYSTEMS SHALL BE CONSTRUCTION EQUIPMENT SHALL BE STORED AND FUELED ONLY AT DESIGNATED LOCATIONS. ALL NECESSARY THE TEMPORARY EROSION CONTROL SYSTEMS SHALL BE REMOVED AS DIRECTED BY ENGINEER AFTER USE IS NO AS CONSTRUCTION PROCEEDS, THE CONTRACTOR SHALL INSTITUTE FOLLOWING DIRECTED BY ENGINEER: WITHIN THE CONSTRUCTION LIMITS, AREAS WHICH MAY BE SUSCEPTIBLE TO EROSION AS DETERMINED BY ENGINEER SHALL IS PLANNED FOR SEVEN DAYS. EXCAVATED AREAS AND EMBANKMENT SHALL BE PERMANENTLY SEEDED IMMEDIATELY AFTER FINAL GRADING. IF PLACE TEMPORARY EROSION CONTROL FACILITIES AT LOCATIONS SHOWN ON THE PLANS.
NOT, THEY SHALL BE TEMPORARILY SEEDED, AT THE CONTRACTOR'S COST, IF NO CONSTRUCTION ACTIVITY IN AREA AUTOCAD2006 SILT FENCE SPACERS 6. 5. 4. 3. 2. 1. IDOT STANDARD 280001-07
COST OF FILTER WRAP AND MAINTENANCE SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. FABRIC SHALL REMAIN IN PLACE UNTIL COMPLETION OF PAVEMENT REHABILITATION. DRAINAGE THROUGH THE STRUCTURE. CONTRACTOR SHALL CLEAR DEBRIS AND SILT AS REQUIRED FROM FABRIC TO MAINTAIN FABRIC SHALL OVERLAY FRAME BY 2" (MIN.). SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 2016. FABRIC SHALL BE IN CONFORMANCE WITH ARTICLE 1080.03 OF THE IDOT STANDARD DRAINS AND CATCH BASINS LOCATED IN PAVED AREAS NONPAVED AREAS. FILTER WRAP TO BE PLACED IN ALL SLOPE BOX INLETS, MANHOLES, TRENCH S NOT TO SCALE S FLOW
S FOR ALL RECTANGULAR AND CIRCULAR INLETS INSTALL FILTER WRAP NOT TO SCALE SILT FILTER FENCE FLOW OPEN GRATE MANHOLE W/ IDOT STANDARD 280001-07
S S NOT TO SCALE
S S SPACERS FLOW SURVEY BOOK #
c Copyright CMT, Inc. S.B.G. PROJECT: IL. PROJECT: IL. LETTING ITEM: IL. CONTRACT: 15 ARR-4648 3-17-SBGP-144 BOOK # 160285-02-00 AU069 3/1/2019 17 06A ARM ARM DKP JRO STORM WATER POLLUTION PREVENTION NOTES AND DETAILS
DATE:Monday, March 11, 2019 9:57:33 AM UPDATE BY:Tony Marin Aurora Municipal Airport Logo FINAL PMS.png FINAL Logo Airport Municipal Aurora tbclnt_arr.dwg DWG: XREF
FILE: K:\AuroraAp\16285-02_RehabAirfieldPH2\Draw\Sheets\16028502 - Miscellaneous Details.dwg LAYOUT:Layout1 FILES: IMAGE BLACK BORDER BETWEEN DASHES YELLOW 6" REFLECTIVE SOLID LINE ALL WITH BLACK BORDER YELLOW 6" REFLECTIVE DASHED LINE ON TOP OF (TYP.) 3' AIRCRAFT HOLDING 200' FROM POINT OF TANGENCY 3' SIDE (TYP.) 3' 3' RUNWAY CENTERLINE STRIPE EXISTING OR NEW WHITE 12" WIDE YELLOW REFLECTIVE TAXIWAY CENTERLINE WITH 6" BLACK BORDER NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE BORDER 36"x120' STRIPE WITH 6" BLACK WHITE REFLECTIVE 6"
6" 3'
160' TO TAXIWAY CL 12" YELLOW REFLECTIVE 6" BLACK BORDER CENTERLINE STRIPE WITH
3.0' 12" WIDE WITH 6" BLACK BORDER YELLOW REFLECTIVE, ALL MARKINGS 0.5' C C L L 7 SPACES @ 12" EACH (BRASS) METAL DISK NON CORROSIVE 3/16" R. TURF DUCT/CONDUIT ELECTRICAL 1. MARKING NOTE 2. 5' RUNWAY 36 LANDING DESIGNATORS TYPICAL OF ALL DOUBLE RUNWAY DESIGNATIONS. REFLECTIVE BEADS & 6" BLACK BORDER. BLACK BORDER DOES NOT RECEIVE REFLECTIVE BEADS. ALL NEW AIRFIELD PAVEMENT MARKING SHALL HAVE CENTERED ON THE PAVEMENT CENTERLINE. CENTER OF OUTER EDGES NUMERALS IS 632 SQ. FT. 20' 9' PROPOSED PAVEMENT 4-3" 4" OR OVERLAY 3/4" 3" NOT TO SCALE 7.5' .15"
NOT TO SCALE 10' 29' 10' .2" 7' 7' 7' .4"
18" R. 15' FIELD. (COST INCIDENTAL TO CONTRACT) DUCT PLAN. (COST INCIDENTAL) CONTACTOR EXISTING AS SHOWN ON THE CABLING AND NEW DUCT MARKER SHALL BE INSTALLED AT SHALL LOCATE EXISTING DUCT LOCATIONS IN ALL DUCTS LOCATIONS PROPOSED AND 10' 17' 10' 13' 13' SURFACE OF THE PAVEMENTS. ARE RECESSED FROM THE DRILLED AND GROUTED SO THEY DUCT MARKERS SHALL BE RUNWAY CENTERLINE NUMBER OF DUCTS/CONDUITS AND 1.5" OR CHISELED ON THE JOB DUCT SIZE PRESTAMPED
1/16" 712 SQ. FT. 20' 4"
4.4" 5'
.15" 63' 1-#6x3' DEFORMED REINFORCING BAR (TYPICAL) 1. 4. 3. 2. INVERTS BEFORE INSTALLING PROPOSED PIPE, CONNECTIONS AND ORDERING UNDERDRAIN CONFLICTS WITH EXISTING CONDITIONS SHALL BE RESOLVED UNDERDRAIN SLOPES FOLLOW EDGE OF PAVEMENT SLOPE UNLESS BENDS, STORM SEWER ETC. SHALL BE CONSIDERED INCLUDED IN THE COST OF MATERIALS. CONTRACTOR SHALL FIELD VERIFY EXISTING STORM SEWER/UNDERDRAIN OTHERWISE NOTED. AND COST SHALL BE INCIDENTAL TO UNDERDRAIN. THE UNDERDRAIN. ALL UNDERDRAIN CONNECTIONS, CORING INTO STRUCTURES, CAPS, TEES, GROUT. WATER SEALING CONNECTIONS USING SEAL AT PIPE PROVIDE WATERTIGHT 1. 3. 2. PAVING JOINTS TO PROVIDE COVER. PAVEMENT SURFACE. MINIMUM HEIGHT OF 3.5". MOORING EYES SHALL BE DUCTILE MOORING DEVICE AND 4.5" BELOW OR GREY IRON, RATED FOR SHOULD BE PLACED 3" FROM SHOULD BE PLACED 3" FROM AIRPORT USE AND SHALL HAVE A THE ENDS OF REINFORCING BARS THESE #6 REINFORCING BARS 6" PVC NOT TO SCALE 6" UD
STORM SEWER DEFORMED REBAR, 15" LONG, BENT DOWNWARD AT 45° WITH ANCHOR RODS #3 TIE DOWN/MOORING DEVICE PROP. TEE 6" UD 1-#6x4' DEFORMED REINFORCING BAR (TYPICAL) STORM SEWER CONNECT PVC TO CORE PIPE TO NOT TO SCALE SEALING GROUT. PIPE CONNECTIONS USING WATER PROVIDE WATERTIGHT SEAL AT C NEW IDOT CA-16 OR CA-7 BACKFILL SHALL FILL IN WITH JOINT SEALANT AT NO ADDITIONAL COST TO THE CONTRACT. ITEM AR605 JOINT SEALANT NOTE: FOR MINOR SPALLS ADJACENT TO PCC REMOVAL LIMITS, CONTRACTOR JOINT "MINOR" SPALL FABRIC ENVELOPE NEW UNDERDRAIN TRENCH
6" UNDERDRAIN W/ SOCK
CRUSHED AGG. BASE AGG. CRUSHED POROUS GRANULAR POROUS
NOTE: SPALL REPAIR MATERIAL SHALL CONFORM TO THE
EMBANKMENT
SURFACE/BASE
6" UD 6" BITUMINOUS 2" MIN A A 4" (TYP) REQUIREMENTS OF ASTM C881, TYPE III B
STORM SEWER TYPICAL JOINT TYPICAL PCC PANEL NOT TO SCALE NOT TO SCALE NOT TO SCALE 2" MIN PLAN VIEW PROPOSED UNDERDRAIN CORE PIPE TO CONNECT 18" MAX 12" C L A ITEM AR605 JOINT SEALANT OVERLAP (MIN.) 12" FABRIC B A C 1-1/2" VARIABLE DEPTH (TYP) UNDISTURBED MATERIAL. VOID EXISTING PCC DOWN TO DEPTH EXCEPT AS NECESSARY TO NOT OVERSAW. CONCRETE AS SPECIFIED IN ITEM SHALL BE FILLED WITH ELASTOMERIC CONTRACTOR SHALL REMOVE CONTRACTOR SHALL SAWCUT 2" CONTRACTOR SHALL NOT OVERSAW. AR501 FOR SPALL REPAIR. SPALL REPAIR NOTES: C SHOULDER NEW B SURVEY BOOK #
c Copyright CMT, Inc. S.B.G. PROJECT: IL. PROJECT: IL. LETTING ITEM: IL. CONTRACT: 16 ARR-4648 3-17-SBGP-144 BOOK # 160285-02-00 AU069 3/1/2019 17 06A ARM ARM DKP JRO MISCELLANEOUS DETAILS
DATE:Monday, March 11, 2019 9:57:38 AM UPDATE BY:Tony Marin Aurora Municipal Airport Logo FINAL PMS.png FINAL Logo Airport Municipal Aurora tbclnt_arr.dwg DWG: XREF
FILE: K:\AuroraAp\16285-02_RehabAirfieldPH2\Draw\Sheets\16028502 - Recon Inlet Details.dwg LAYOUT:Layout1 FILES: IMAGE STRUCTURE NUMBER D8 D7 D6 D5 D4 D3 D2 D1 U5 U4 U3 U2 U1
EXISTING TYPE 2 DRAINAGE INLET TO BE RECONSTRUCTED 1. 6. 5. 3. 2. 4. NEW CONCRETE BOX OUT 6’X5’ W/ FRAME AND GRATE EXISITNG CONCRETE BOX OUT 6’X5’ NEW CONCRETE BOX OUT 10’X9’ W/ FRAME AND GRATE EXISITNG CONCRETE BOX OUT 6’X5’ NEW CONCRETE BOX OUT 10’X9’ W/ FRAME AND GRATE EXISITNG CONCRETE BOX OUT 6’X5’ NEW CONCRETE BOX OUT 10’X9’ W/ FRAME AND GRATE EXISITNG CONCRETE BOX OUT 8’ X 7’ NEW CONCRETE BOX OUT 10.5’X9.5’ W/ FRAME AND GRATE EXISITNG CONCRETE BOX OUT 8’ X NEW CONCRETE BOX OUT 10.5’X9’ W/ FRAME AND GRATE EXISITNG CONCRETE BOX OUT 9.5’X8’ NEW CONCRETE BOX OUT 10’X9’ W/ FRAME AND GRATE EXISITNG CONCRETE BOX OUT 6’X5’ EXISTING TYPE 2 DRAINAGE INLET TO BE RECONSTRUCTED EXISTING TYPE 2 DRAINAGE INLET TO BE RECONSTRUCTED EXISTING TYPE 2 DRAINAGE INLET TO BE RECONSTRUCTED EXISTING TYPE 2 DRAINAGE INLET TO BE RECONSTRUCTED EXISTING TYPE 2 DRAINAGE INLET TO BE RECONSTRUCTED EXISTING TYPE 2 DRAINAGE INLET TO BE RECONSTRUCTED EXISTING TYPE 2 DRAINAGE INLET TO BE RECONSTRUCTED NEW CONCRETE BOX OUT 11’X9’ W/ FRAME AND GRATE EXISITNG CONCRETE BOX OUT 10’X8’ EXISTING UNDER DRAIN CLEANOUT TO BE RECONSTRUCTED EXISTING UNDER DRAIN CLEANOUT TO BE RECONSTRUCTED EXISTING SANITARY MANHOLE TO BE RECONSTRUCTED EXISTING MONITORING WELL TO BE RECONSTRUCTED EXISTING ELECTRICAL HANDHOLE TO BE RECONSTRUCTED NEW CONCRETE BOX OUT 5' x W/ 24” DIA EXISITNG CONCRETE BOX OUT 5’X4’ NEW CONCRETE BOX 6' x 5' W/ 24” DIA EXISITNG CONCRETE BOX OUT 6’X4’ NEW CONCRETE BOX OUT 7’X6.5’ W/ 32” DIA. CLOSED LID EXISITNG CONCRETE BOX OUT 6’X5.5’ W/ 32” DIA. CLOSED LID NEW CONCRETE BOX OUT 5’X5’ W/ 24” DIA. BOLTED AND EXISITNG CONCRETE BOX OUT 5’X5’ W/ 24” DIA. BOLTED LID NEW CONCRETE BOX OUT 2.5’X2.5’ W/ 8” DIA. BOLTED AND EXISITNG CONCRETE BOX OUT 2.1’X2.1’ W/ 8” DIA. BOLTED LID CLOSED LID AND FRAME (AIRPORT RATED) CLOSED LID AND FRAME (AIRPORT RATED) CLOSED LID AND FRAME (AIRPORT RATED), STAMPED MONITORING SEALED LID AND FRAME (HEAVY DUTY RATED), STAMPED SANITARY. WELL. AND FRAME (AIRPORT RATED), STAMPED ELECTRIC. AND FRAME. AND FRAME. AND FRAME. ITEMS 501 AND 605. INLET/UTILITY STRUCTURE SHALL BE INCIDENTAL TO ITEM AR751980/AR751995. PRIOR TO CONCRETE PLACEMENT ALL DISTURBED SUBGRADES/SUBBASES SHALL BE BACKFILLED, SMOOTHLY DIMENSIONS SHALL BE COORDINATED WITH RESIDENT ENGINEER IN THE FIELD. NEW RECTANGULAR FRAME AND GRATES SHALL BE AIRPORT RATED, MADE OF DUCTILE IRON OR GREY IRON. WITH GRADED AND COMPACTED TO THE SATISFACTION OF RESIDENT ENGINEER. ORIENTATION OF BOXOUTS TO EXISTING PCC PAVEMENTS VARIES IN THE FIELD. THE APPROXIMATE NEW DIMENSION OF INLET BOX OUT IS PROVIDED IN STRUCTURE TABLE. FINAL ALL PCC MATERIALS, REINFORCEMENT AND JOINTING SHALL BE IN CONFORMANCE WITH THE SPECIFICATIONS FOR AR501900. ALL CONCRETE, STEEL REINFORCEMENT AND JOINTING NECESSARY TO RECONSTRUCT THE ADDITIONAL PCC PAVEMENT REMOVED BEYOND THE CURRENT BOX OUT DIMENSIONS SHALL BE PAID FOR AS ITEM A MINIMUM OPEN AREA OF 2.4 SF. COST FRAME AND GRATE IS INCIDENTAL TO ITEM AR751980 DESCIRPTION OF WORK RECONSTRUCT PAY ITEM) RECONSTRUCT PAY ITEM) RECONSTRUCT PAY ITEM) RECONSTRUCT PAY ITEM) RECONSTRUCT PAY ITEM) (NEW LID/FRAME ARE INCIDENTAL TO UTILITY (NEW LID/FRAME ARE INCIDENTAL TO UTILITY (NEW LID/FRAME ARE INCIDENTAL TO UTILITY (NEW LID/FRAME ARE INCIDENTAL TO UTILITY (NEW LID/FRAME ARE INCIDENTAL TO UTILITY AR501900 REMOVE PCC PAVEMENT AR751980 RECONSTRUCT INLET AR751980 RECONSTRUCT INLET AR501900 REMOVE PCC PAVEMENT AR751980 RECONSTRUCT INLET AR751980 RECONSTRUCT INLET AR501900 REMOVE PCC PAVEMENT AR751980 RECONSTRUCT INLET AR501900 REMOVE PCC PAVEMENT AR751980 RECONSTRUCT INLET AR751980 RECONSTRUCT INLET AR501900 REMOVE PCC PAVEMENT AR501900 REMOVE PCC PAVEMENT AR501900 REMOVE PCC PAVEMENT AR 800109 RECONSTRUCT UTILITY STRUCTURE AR 800109 RECONSTRUCT UTILITY STRUCTURE AR501900 REMOVE PCC PAVEMENT AR501900 REMOVE PCC PAVEMENT AR800109 RECONSTRUCT UTILITY STRUCTURE AR501900 REMOVE PCC PAVEMENT AR800109 RECONSTRUCT UTILITY STRUCTURE AR501900 REMOVE PCC PAVEMENT AR751980 RECONSTRUCT INLET AR501900 REMOVE PCC PAVEMENT AR501900 REMOVE PCC PAVEMENT AR800109 RECONSTRUCT UTILITY STRUCTURE APPLICABLE PAY ITEMS RESISTANT JOINT SEALANT (TYPICAL)(INCIDENTAL) (ASTM D5893, TYPE NS) NEW 1-1/2" ISOLATION JOINTS SHALL BE SEALED WITH JET FUEL (INCIDNETAL) NEW #5 BENT BAR @ 9" O.C. NEW 4-#5 BARS (INCIDENTAL) BASE OR HMA PAVEMENT MIN. EMBED 6" EXISTING AGGREGATE PERIMETER (TYPICAL)(INCIDENTAL) SAWCUT FULL DEPTH AROUND EXISTING PCC ON NEW INLET RECONSTRUCT (AR751980) EXISTING INLET BOX OUT NEW RECTANGULAR FRAME AND GRATE (AR751980) 15' (TYPICAL) 9"± 6" SEE STRUCTURE TABLE FOR EXISTING JOINTS DIMENSIONS OF BOXOUT SEE PLANS FOR LOCATIONS EXISTING OUTSIDE APPROXIMATELY DIMESIONS OF (INCIDENTAL) NEW SAWCUT NOT TO SCALE BOX OUT ARE NOT TO SCALE INTERIOR 3' x 4' 12" 6"
2" NEW PCC PAVEMENT BLOCK CLR. OUT (AR751980)(SEE NOTE 5) PAVEMENT (9"-11")(AR501900) REMOVE EXISTING PCC (SEE NOTE 5) 15' (TYPICAL) 2" CLR. (TYP.) SEE NOTE 4 FRAME AND GRATE (AR751980)(SEE NOTE 1) NEW RECTANGULAR EXISTING TYPE 2 INLET LENGTH VARIES NEW BOXOUT WIDTH AND (SEE STRUCTURE TABLE AND NOTE 2) BARS (LAP 12" MIN.) (INCIDENTAL) NEW 2-#5 BARS WITH CORNER NEW 1-1/2" TYPE A ISOLATION JOINT (INCIDENTAL) (MIN.) 11" 9"±
12.5' (TYPICAL) 12.5' (TYPICAL) SURVEY BOOK #
c Copyright CMT, Inc. S.B.G. PROJECT: IL. PROJECT: IL. LETTING ITEM: IL. CONTRACT: 17 ARR-4648 3-17-SBGP-144 BOOK # 160285-02-00 AU069 3/1/2019 17 06A ARM ARM DKP JRO RECONSTRUCT INLET DETAILS AND NOTES