san bernardino international airport - sbiaa.org€¦ · active dirt pile. active piles. open...

AECOM T: 714.567.2400

999 TOWN & COUNTRY ROAD F: 714.567.2729

ORANGE, CALIFORNIA 92868 www.aecom.com

SAN BERNARDINO

INTERNATIONAL AIRPORT

RAMP JOINT SEAL REPLACEMENT &

EDA GRANT NO. 07-49-06454

ISSUED FOR BID

PAVEMENT REPAIR PROJECT

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SAN BERNARDINO INTERNATIONAL AIRPORT AUTHORITY 1601 E. THIRD STREET SAN BERNARDINO, CA 92408

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TWO DAYS BEFORE YOU DIG

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CALL TOLL FREE

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1-800-227-2600

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COVER SHEET

AECOM T: 714.567.2400



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VSR

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VEHICLE SERVICE ROAD

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%%UCONSTRUCTION NOTES:

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1

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4

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REMOVE & INSTALL JOINT SEAL (1" TO 2" WIDTH) PER DETAIL 1 ON DWG C-31.

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REMOVE & INSTALL JOINT SEAL (2" WIDTH & GREATER) PER DETAIL 1 ON DWG C-31.

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JOINT EDGE SPALL REPAIR PER DETAILS 1 & 2 ON DWG C-30.

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REMOVE & INSTALL JOINT SEALANT PER DETAIL 1 ON DWG C-31.

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5

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MID-PANEL CRACK REPAIR PER DETAIL 3 ON DWG C-30.

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PERFORM SPALL REPAIR

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PERFORM RESEAL OF JOINT

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10

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B

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SLAB DESIGNATION

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LEGEND:

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PERFORM CRACK SEALING

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PERFORM RESEAL JOINT (WIDTH UP TO 1")

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PERFORM RESEAL JOINT (WIDTH GREATER THAN 2")

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EXISTING JOINT (NO WORK)

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(COLUMN)

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(ROW)

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EXISTING CRACK (NO WORK)

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PERFORM RESEAL JOINT (WIDTH BETWEEN 1" TO 2")

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PERFORM JOINT SPALL REPAIR

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EXISTING JOINT SPALL (NO WORK)

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PERFORM SEAL CRACK

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PERFORM SEAL CRACK

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CONTRACTOR'S OPERATIONS AND STORAGE AREA

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PROJECT SITE AREA

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CONTRACTOR'S HAUL ROUTES

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INDEX OF DRAWINGS, GENERAL &

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CONSTRUCTION NOTES, ABBREVIATIONS & LEGENDS

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SHEET INDEX

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SHEET

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DWG NO.

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SHEET TITLE

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GENERAL

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1

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G-01

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COVER SHEET

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2

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G-02

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INDEX OF DRAWINGS, GENERAL & CONS NOTES, ABBREVIATIONS & LEGENDS

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3

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G-03

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INDEX MAP & DESCRIPTION OF WORK

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G-04

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CONTRACTOR'S ACCESS & LAYDOWN AREA

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CIVIL

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PH-01

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OVERALL NORTH & WEST RAMPS CONSTRUCTION PHASING PLAN

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PH-02

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CONSTRUCTION PHASING SCHEDULE - NORTH & WEST RAMPS

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PH-04

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CONSTRUCTION PHASING DETAILS

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C-01

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NORTH RAMP - SHEET 1 OF 6

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C-02

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C-03

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C-04

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12

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C-05

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C-06

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C-07

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WEST RAMP - SHEET 1 OF 4

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C-08

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C-09

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C-10

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C-30

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PAVEMENT REPAIR DETAILS 1 OF 2

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19

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C-31

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1.WHEN SHOWN, THE LOCATION OF THE SUBSTRUCTURES/UTILITIES SHOWN ON THESE PLANS WHEN SHOWN, THE LOCATION OF THE SUBSTRUCTURES/UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BY SEARCH OF AVAILABLE RECORDS. THERE IS NO ASSURANCE THAT THE RECORD INFORMATION IS ACCURATE, OR THAT ALL EXISTING SUBSTRUCTURES ARE SHOWN ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR TAKING THE NECESSARY PRECAUTIONARY MEASURES TO PROTECT THE SUBSTRUCTURES SHOWN AND ANY OTHER SUBSTRUCTURES ENCOUNTERED NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 2.ATTENTION IS DIRECTED TO THE SPECIFICATIONS WHERE BIDDERS ARE REQUIRED TO EXAMINE ATTENTION IS DIRECTED TO THE SPECIFICATIONS WHERE BIDDERS ARE REQUIRED TO EXAMINE AND JUDGE, AS THEIR OWN RESPONSIBILITY, THE LOCATION, PHYSICAL CONDITIONS, AND SURROUNDINGS OF THE PROPOSED WORK. 3.WHERE NEW SUBSURFACE IMPROVEMENTS CROSS EXISTING SUBSTRUCTURES, THE CONTRACTOR WHERE NEW SUBSURFACE IMPROVEMENTS CROSS EXISTING SUBSTRUCTURES, THE CONTRACTOR SHALL TRENCH WITH EXTREME CAUTION TO LOCATE ALL ACTIVE AND IDLE SUBSTRUCTURES AT THESE CROSSINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR ALL SUBSTRUCTURES DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 4.SAFE CONSTRUCTION PRACTICES DURING EXCAVATION INCLUDING PROPER SLOPES AND SAFE CONSTRUCTION PRACTICES DURING EXCAVATION INCLUDING PROPER SLOPES AND SHORING ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL COMPLY WITH ALL OSHA AND OTHER APPLICABLE SAFETY REGULATIONS. INFORMATION REGARDING SOIL CONDITIONS ARE CONTAINED IN THE SOIL REPORT FOR THE SITE WHICH IS AVAILABLE FOR REVIEW AT THE ENGINEER'S OFFICE. 5.THE CONTRACTOR SHALL SCHEDULE AND COORDINATE WITH THE VARIOUS COMPANIES AND THE CONTRACTOR SHALL SCHEDULE AND COORDINATE WITH THE VARIOUS COMPANIES AND AGENCIES WHO MAY BE AFFECTED BY THIS PROJECT. THE CONTRACTOR SHALL OBTAIN ANY REQUIRED PERMITS. 6.THE CONTRACTOR SHALL ADHERE TO ALL SAFETY CODES, REGULATIONS AND SPECIFICATIONS THE CONTRACTOR SHALL ADHERE TO ALL SAFETY CODES, REGULATIONS AND SPECIFICATIONS FOR THE DURATION OF THIS CONTRACT. 7.THE CONTRACTOR SHALL VERIFY THE DIMENSIONS OF EXISTING FACILITIES PRIOR TO THE THE CONTRACTOR SHALL VERIFY THE DIMENSIONS OF EXISTING FACILITIES PRIOR TO THE PROCUREMENT, FABRICATION AND INSTALLATION OF ANY NEW WORK. 8.ALL ASPHALTIC CONCRETE AND CONCRETE PAVEMENT AND OTHER EXISTING SURFACES ALL ASPHALTIC CONCRETE AND CONCRETE PAVEMENT AND OTHER EXISTING SURFACES DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED AT THE CONTRACTOR'S EXPENSE. 9.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. 10.CONTRACTOR SHALL RECEIVE ACCESS TO THE PROJECT SITE TO BEGIN WORK AFTER CONTRACTOR SHALL RECEIVE ACCESS TO THE PROJECT SITE TO BEGIN WORK AFTER COMPLETION OF THE PRINCIPAL ITEMS OF MOBILIZATION. 11.THE CONTRACTOR MUST SCHEDULE OPERATIONS IN ORDER TO COMPLETE CONSTRUCTION IN THE CONTRACTOR MUST SCHEDULE OPERATIONS IN ORDER TO COMPLETE CONSTRUCTION IN THE CONTRACT TIME SPECIFIED. CONTRACTOR SHALL PREPARE A SCHEDULE OF CONSTRUCTION AND PRESENT AT THE PRECONSTRUCTION MEETING. THIS SCHEDULE WILL BE DISCUSSED AND ADOPTED AT THE PRECONSTRUCTION MEETING. 12.THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE AIRPORT MANAGER OR THE THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE AIRPORT MANAGER OR THE ENGINEER. THE CONTRACTOR SHALL PROVIDE NO LESS THAN TWO (2) DAYS ADVANCED NOTICE OF CONSTRUCTION OPERATIONS SO THAT INFORMATION ON CLOSED OR HAZARDOUS CONDITIONS SUCH THAT A NOTAM CAN BE ISSUED. 13.ALL HAUL ROUTES, STOCKPILE AREAS AND ACTIVE AIRPORT OPERATIONAL SAFETY AREAS SHALL ALL HAUL ROUTES, STOCKPILE AREAS AND ACTIVE AIRPORT OPERATIONAL SAFETY AREAS SHALL BE DISCUSSED AND COORDINATED WITH THE RESIDENT PROJECT REPRESENTATIVE AND THE AIRPORT MANAGER PRIOR TO PERFORMING ANY WORK IN ANY OF THE WORK AREAS. 14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND REPAIRING ANY EXISTING THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND REPAIRING ANY EXISTING PAVEMENTS AND/OR HAUL ROUTES DAMAGED BY CONSTRUCTION TRAFFIC THROUGHOUT THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY NECESSARY ADDITIONAL STABILIZATION OF ALL ACCESS AND HAUL ROUTES. ALL ACCESS AND HAUL ROUTES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 15.ALL CONSTRUCTION TRAFFIC MUST ENTER AND EXIT THE PROJECT WORK AREA AS SHOWN ON ALL CONSTRUCTION TRAFFIC MUST ENTER AND EXIT THE PROJECT WORK AREA AS SHOWN ON DRAWINGS OR AS APPROVED BY THE ENGINEER. 16.THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS NOT TO DISTURB EXISTING THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS NOT TO DISTURB EXISTING CONCRETE SURVEY MONUMENTS. 17.CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES AND OBTAIN ALL PERMITS. CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES AND OBTAIN ALL PERMITS. 18.IN THE EVENT OF ANY DISCREPANCIES AND/OR ERRORS FOUND IN THE DRAWINGS, OR IF IN THE EVENT OF ANY DISCREPANCIES AND/OR ERRORS FOUND IN THE DRAWINGS, OR IF PROBLEMS ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO NOTIFY THE ENGINEER BEFORE PROCEEDING WITH THE WORK. IF THE ENGINEER IS NOT NOTIFIED, THE CONTRACTOR SHALL TAKE RESPONSIBILITY FOR THE COST OF ANY REVISIONS. 19.GENERAL CONTRACTOR SHALL HAVE AN AUTHORIZED JOB SUPERINTENDENT ON THE JOB AT GENERAL CONTRACTOR SHALL HAVE AN AUTHORIZED JOB SUPERINTENDENT ON THE JOB AT ALL TIMES WHEN ANY WORK IS IN PROGRESS BY ANY TRADE. 20.THE CONTRACTOR'S ATTENTION IS CALLED TO THE FACT THAT AIRCRAFT WILL BE OPERATING AT THE CONTRACTOR'S ATTENTION IS CALLED TO THE FACT THAT AIRCRAFT WILL BE OPERATING AT THIS AIRPORT. THE CONTRACTOR SHALL PERFORM THE WORK IN SUCH A MANNER AS TO NOT UNDULY INTERFERE WITH NOR ENDANGER THE AIRCRAFT OR AIRPORT OPERATIONS. THE CONTRACTOR SHOULD MAKE AN ESTIMATE OF THE DIFFICULTIES TO BE ENCOUNTERED (SEE CONSTRUCTION SAFETY AND PHASING PLAN). 21.MUD AND/OR DEBRIS WILL NOT BE ALLOWED ON PAVED SURFACES. ANY CORRECTIVE ACTION MUD AND/OR DEBRIS WILL NOT BE ALLOWED ON PAVED SURFACES. ANY CORRECTIVE ACTION NEEDED TO ASSURE THIS WILL BE CONSIDERED INCIDENTAL TO THE PROJECT. 22.PROJECT CONSTRUCTION SAFETY AND PHASING PLAN MUST BE STRICTLY FOLLOWED. PROJECT CONSTRUCTION SAFETY AND PHASING PLAN MUST BE STRICTLY FOLLOWED.

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TAXIWAY OBJECT FREE AREA

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TOFA

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EXISTING AOA PERIMETER FENCE

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EXISTING /EDGE TWY PVMT MARKINGS

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CONSTRUCTION PHASING LIMIT

AECOM T: 714.567.2400



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TANKS

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DIRT

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FP

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TANK

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POLE

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DIRT

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FP

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BRUSH

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GEORGE WEBSTER DR.

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S LELAND NORTON WAY

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HARRY SHEPARD BLVD.

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N LELAND NORTON WAY

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S DEL ROSA DR.

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E 3RD ST.

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PERIMETER RD.

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99TH ST.

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W ST.

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N DEL ROSA DR.

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TANK

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RIALTO AVE.

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E. 3RD ST.

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RWY 6-24

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WEST RAMP

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NORTH RAMP

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EAST RAMP

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RWY 24 RUN UP PAD

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PREPARED BY

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MARK

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SHEET NUMBER

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19

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MARCH 2018

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MARCH 2018

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Exp. 6/30/18

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No. C69209

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SCALE: 1"=

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400'

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800'

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400'

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INDEX MAP & DESCRIPTION OF WORK

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HANGAR HEAVY AIRCRAFT MAINTENANCE

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%%UINDEX MAP

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TERMINAL BUILDING

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LUXIVAIR

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BASE BID - GENERAL DESCRIPTION OF WORK:

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REMOVAL AND REPLACEMENT OF PCC JOINT SEALANTS. SEAL CRACKS IN PCC SLABS. PARTIAL DEPTH PCC SPALL REPAIRS ALONG CRACKS, JOINTS, CORNER AND MID-SLABS. RESTORE PAVEMENT MARKINGS AND STRIPING OF REPAIRED AREAS AS REQUIRED.

AECOM T: 714.567.2400



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CONC.

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CONC.

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CONC.

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ASPH.

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AREA U/C

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CONC.

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ACTIVE DIRT PILE

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OPEN STORAGE

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WINDSOCK

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OPEN STORAGE

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BUNKER

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TARGET

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OPEN STORAGE

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GEORGE WEBSTER DR.

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N DEL ROSA DR.

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S TIPPECANOE AVE.

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E PALM MEADOWS DR.

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1000'

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HAUL ROUTE

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CONTRACTOR'S OPERATIONS AND STORAGE AREA

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LIMIT OF CONSTRUCTION

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GATE 8

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G-04

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CONTRACTOR'S ACCESS & LAYDOWN AREA

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HANGAR HEAVY AIRCRAFT MAINTENANCE

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LUXIVAIR

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HANGAR

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99TH ST.

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Y STREET

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PERIMETER RD.

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150TH ST.

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U ST.

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AOA PERIMETER FENCE

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TERMINAL BUILDING

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AIRPORT VEHICLE SERVICE ROAD

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GATE 3N

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GATE 6 CONTRACTOR'S VEHICLE ACCESS

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AC PAVEMENT STOCKPILE AREA

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FLAG PERSON

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GATE 3S

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CONTRACTOR'S STAGING OPERATION & STORAGE AREA (100'x100')

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1.CONTRACTOR SHALL COORDINATE WITH SBIAA FOR STAGING AREA SITE REQUIREMENTS. CONTRACTOR SHALL COORDINATE WITH SBIAA FOR STAGING AREA SITE REQUIREMENTS. IF REQUIRED, CLEARING, GRADING, PLACEMENT OF GRAVEL, DUST CONTROL, POWER AND UTILITY LINES, FOR THE STAGING AREA ARE THE RESPONSIBILITY OF THE CONTRACTOR. 2.ALL PAVEMENTS IN THE WORK AREA AND HAUL ROADS SHALL BE KEPT FREE OF ALL PAVEMENTS IN THE WORK AREA AND HAUL ROADS SHALL BE KEPT FREE OF DEBRIS AT ALL TIMES, BY THE CONTRACTOR, USING APPROVED VACUUM SWEEPER TRUCKS. 3.CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING PAVEMENTS AND STRIPING CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING PAVEMENTS AND STRIPING CAUSED BY THEIR OPERATIONS AT THEIR OWN EXPENSE. 4.CONTRACTOR SHALL COORDINATE WITH AIRPORT OPERATIONS AND COMPLY WITH CONTRACTOR SHALL COORDINATE WITH AIRPORT OPERATIONS AND COMPLY WITH OPERATIONAL SAFETY REQUIREMENTS AND PROVIDE TRAFFIC CONTROLS AS REQUIRED BY CONSTRUCTION SAFETY PLAN. 5.CONTRACTOR SHALL COORDINATE ALL MISCELLANEOUS WORK AS REQUIRED BY THE CONTRACTOR SHALL COORDINATE ALL MISCELLANEOUS WORK AS REQUIRED BY THE SPECIFICATIONS AND NOT SHOWN ON THE PLANS WITH THE AIRPORT AUTHORITY. 6.CONTRACTOR SHALL COORDINATE WITH THE AIRPORT OPERATIONS FOR CLOSING OF CONTRACTOR SHALL COORDINATE WITH THE AIRPORT OPERATIONS FOR CLOSING OF ANY TAXIWAYS AS REQUIRED FOR HAUL ROUTE TO THE CONSTRUCTION AREA. HAUL ROUTE ALONG TAXIWAYS ARE SUBJECT TO INTERRUPTION SHOULD THERE BE AN INCREASE IN AIRCRAFT TRAFFIC SUCH AS FOREST SERVICE TANKERS. 7.FLAG PERSONS SHALL BE PROVIDED BY THE CONTRACTOR AT TAXIWAY CROSSINGS FLAG PERSONS SHALL BE PROVIDED BY THE CONTRACTOR AT TAXIWAY CROSSINGS DURING HAULING OPERATION. CONTRACTOR SHALL ALSO PROVIDE AND INSTALL LOW-PROFILE BARRICADES AND TAXIWAY CLOSURE MARKERS PER SHEET PH-04. 8.CONTRACTOR'S VEHICLE ACCESS TO THE GATE(S) SHALL BE COORDINATED WITH THE CONTRACTOR'S VEHICLE ACCESS TO THE GATE(S) SHALL BE COORDINATED WITH THE AIRPORT OPERATIONS.

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GENERAL PHASING NOTES:

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NORTH RAMP CONSTRUCTION AREA

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WEST RAMP CONSTRUCTION AREA

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HAUL ROUTE TO NORTH & WEST RAMP

AECOM T: 714.567.2400



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OVERALL NORTH & WEST RAMPS CONSTRUCTION PHASING PLAN

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%%UGENERAL PHASING NOTES:

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1.CONTRACTOR SHALL COORDINATE WITH SBIAA FOR THE CONSTRUCTION OF CONTRACTOR SHALL COORDINATE WITH SBIAA FOR THE CONSTRUCTION OF PHASES THAT CAN BE PERFORMED SIMULTANEOUSLY, AND COMPLETE WITHIN THE TOTAL PERIOD OF TIME ALLOTTED IN THE CONTRACT. 2.CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO ALL FACILITIES AT ALL CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO ALL FACILITIES AT ALL TIMES. PROVIDE TEMPORARY 24-FOOT WIDE VEHICLE SERVICE ROAD AS NEEDED BY USING LOW PROFILE BARRICADES OR OTHER METHODS AS APPROVED BY SBIAA. 3.THE PHASING LIMITS SHOWN ARE APPROXIMATE, AND MAY BE ADJUSTED IN THE PHASING LIMITS SHOWN ARE APPROXIMATE, AND MAY BE ADJUSTED IN THE FIELD. CONTRACTOR SHALL COORDINATE LOCATION OF ALL LOW-PROFILE BARRICADES AND OTHER TRAFFIC CONTROL DEVICES WITH AIRPORT OPERATIONS PRIOR TO THE START OF EACH PHASE. LOW PROFILE BARRICADES SHALL REMAIN IN PLACE UNTIL THE PCC CURING TIME IS COMPLETED. 4.CONTRACTOR SHALL COORDINATE WITH AIRPORT OPERATIONS AND WORK ON CONTRACTOR SHALL COORDINATE WITH AIRPORT OPERATIONS AND WORK ON PULL-BACK OPERATIONS TO ALLOW AIRCRAFT MOVEMENT AS NEEDED DURING THE WORK WITHIN THE RAMPS AND TAXIWAY/TAXILANE OBJECT FREE AREAS (TOFA), AND MAY BE REQUIRED TO RELOCATE BARRICADES ACCORDINGLY AFTER WORK IS COMPLETED WITHIN THE TOFA. SEE NOTE 10. 5.UNLESS OTHERWISE APPROVED BY SBIAA, INDIVIDUAL PHASES SHALL BE UNLESS OTHERWISE APPROVED BY SBIAA, INDIVIDUAL PHASES SHALL BE COMPLETED WITHIN THE DURATION SHOWN IN THE CONSTRUCTION PHASING SCHEDULE. 6.ADDITIONAL COORDINATION FOR PHASING OF THE WORK WILL BE REQUIRED ADDITIONAL COORDINATION FOR PHASING OF THE WORK WILL BE REQUIRED DURING FIRE SEASON. 7.WORK AROUND ACTIVE HANGARS & BUILDINGS MAY REQUIRE ADDITIONAL WORK AROUND ACTIVE HANGARS & BUILDINGS MAY REQUIRE ADDITIONAL COORDINATION FOR SUB-PHASES AND NIGHT WORK TO MAINTAIN ACCESS. THIS IS CONSIDERED PART OF THE SCOPE OF THIS PROJECT. 8.CONTRACTOR SHALL COORDINATE WITH SBIAA WHEN WORK REQUIRES CONTRACTOR SHALL COORDINATE WITH SBIAA WHEN WORK REQUIRES RELOCATION OF PARKED AIRCRAFT. 9.DURING CONSTRUCTION OF PAVEMENT REPAIR WORK WITHIN THE DURING CONSTRUCTION OF PAVEMENT REPAIR WORK WITHIN THE TAXIWAY/TAXILANE OBJECT FREE AREA (TOFA), WHEN AIRPORT DETERMINES PULL-BACK OPERATIONS IS NOT FEASIBLE, THE CONTRACTOR SHALL PROVIDE AND INSTALL TAXIWAY CLOSURE MARKERS PER DETAILS 6 AND 7 ON SHEET PH-04.

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%%UPHASING CONSTRUCTION NOTES:

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INSTALL LOW-PROFILE BARRICADE PER DETAIL 1 ON DWG PH-04 DURING PHASE SHOWN ON PLAN.

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AECOM T: 714.567.2400




PHASE LOCATION DESCRIPTION OF WORK

BASE BID

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N1 NORTH RAMP NORTH OF TAXIWAY C

CONCRETE SPALL REPAIR, CRACK AND JOINT RESEALING;

RESTORE PAVEMENT MARKINGS AS REQUIRED.

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AIRCRAFT DESIGN

GROUP

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- GULFSTREAM IV

- B737

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MAINTAIN ACCESS TO NORTH RAMP FBO's,

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1.CONTRACTOR SHALL COORDINATE WITH SBIAA FOR THE CONSTRUCTION OF CONTRACTOR SHALL COORDINATE WITH SBIAA FOR THE CONSTRUCTION OF PHASES THAT CAN BE PERFORMED SIMULTANEOUSLY, AND COMPLETE WITHIN THE TOTAL PERIOD OF TIME ALLOTTED IN THE CONTRACT. 2.CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO ALL FACILITIES AT ALL CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO ALL FACILITIES AT ALL TIMES. PROVIDE TEMPORARY 24-FOOT WIDE VEHICLE SERVICE ROAD AS NEEDED BY USING LOW PROFILE BARRICADES OR OTHER METHODS AS APPROVED BY SBIAA. 3.THE PHASING LIMITS SHOWN ARE APPROXIMATE, AND MAY BE ADJUSTED IN THE PHASING LIMITS SHOWN ARE APPROXIMATE, AND MAY BE ADJUSTED IN THE FIELD. CONTRACTOR SHALL COORDINATE LOCATION OF ALL LOW-PROFILE BARRICADES AND OTHER TRAFFIC CONTROL DEVICES WITH AIRPORT OPERATIONS PRIOR TO THE START OF EACH PHASE. LOW PROFILE BARRICADES SHALL REMAIN IN PLACE UNTIL THE PCC CURING TIME IS COMPLETED. 4.CONTRACTOR SHALL COORDINATE WITH AIRPORT OPERATIONS AND WORK ON CONTRACTOR SHALL COORDINATE WITH AIRPORT OPERATIONS AND WORK ON PULL-BACK OPERATIONS TO ALLOW AIRCRAFT MOVEMENT AS NEEDED DURING THE WORK WITHIN THE RAMPS AND TAXIWAY/TAXILANE OBJECT FREE AREAS (TOFA), AND MAY BE REQUIRED TO RELOCATE BARRICADES ACCORDINGLY AFTER WORK IS COMPLETED WITHIN THE TOFA. SEE NOTE 10. 5.UNLESS OTHERWISE APPROVED BY SBIAA, INDIVIDUAL PHASES SHALL BE UNLESS OTHERWISE APPROVED BY SBIAA, INDIVIDUAL PHASES SHALL BE COMPLETED WITHIN THE DURATION SHOWN IN THE CONSTRUCTION PHASING SCHEDULE. 6.ADDITIONAL COORDINATION FOR PHASING OF THE WORK WILL BE REQUIRED ADDITIONAL COORDINATION FOR PHASING OF THE WORK WILL BE REQUIRED DURING FIRE SEASON. 7.WORK AROUND ACTIVE HANGARS & BUILDINGS MAY REQUIRE ADDITIONAL WORK AROUND ACTIVE HANGARS & BUILDINGS MAY REQUIRE ADDITIONAL COORDINATION FOR SUB-PHASES AND NIGHT WORK TO MAINTAIN ACCESS. THIS IS CONSIDERED PART OF THE SCOPE OF THIS PROJECT. 8.CONTRACTOR SHALL COORDINATE WITH SBIAA WHEN WORK REQUIRES CONTRACTOR SHALL COORDINATE WITH SBIAA WHEN WORK REQUIRES RELOCATION OF PARKED AIRCRAFT. 9.DURING CONSTRUCTION OF PAVEMENT REPAIR WORK WITHIN THE DURING CONSTRUCTION OF PAVEMENT REPAIR WORK WITHIN THE TAXIWAY/TAXILANE OBJECT FREE AREA (TOFA), WHEN AIRPORT DETERMINES PULL-BACK OPERATIONS IS NOT FEASIBLE, THE CONTRACTOR SHALL PROVIDE AND INSTALL TAXIWAY CLOSURE MARKERS PER DETAILS 6 AND 7 ON SHEET PH-04.

AECOM T: 714.567.2400



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%%USIDE ELEVATION

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%%UFRONT ELEVATION

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FLASHING RED SOLAR POWERED LIGHT, TYP 2

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SAFETY ORANGE HDPE PLASTIC BODY

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NOTES: 1.BARRICADES SHALL BE PLACED 10' OFF WORK AREA LIMITS, UNLESS NOTED OTHERWISE. BARRICADES SHALL BE PLACED 10' OFF WORK AREA LIMITS, UNLESS NOTED OTHERWISE. 2.FOR RAMP AREAS, SPACE BARRICADES 10' MAXIMUM BETWEEN ENDS. FOR RAMP AREAS, SPACE BARRICADES 10' MAXIMUM BETWEEN ENDS. 3.FOR TAXIWAYS, SPACE BARRICADES WITH NO GAPS. FOR TAXIWAYS, SPACE BARRICADES WITH NO GAPS. 4.BARRICADES SHALL BE CONSTRUCTED OF HIGH DENSITY POLYETHYLENE PLASTIC COLLAPSIBLE AS MANUFACTURED BY BARRICADES SHALL BE CONSTRUCTED OF HIGH DENSITY POLYETHYLENE PLASTIC COLLAPSIBLE AS MANUFACTURED BY SHERWIN INDUSTRIES. (TYPE AR10X96 ORANGE BACKGROUND HDPE BARRICADE) OR SIMILAR APPROVED EQUAL. 5.BARRICADES SHALL BE SECURED IN A MANNER TO PREVENT POSSIBLE DAMAGE OR INJURY DUE TO JET BLAST.BARRICADES SHALL BE SECURED IN A MANNER TO PREVENT POSSIBLE DAMAGE OR INJURY DUE TO JET BLAST.

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NOT TO SCALE

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TYPE II BARRICADE

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LOW-PROFILE BARRICADE

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NOTES: 1.CONSTRUCTION SAFETY FLAG SHALL BE CONSTRUCTION SAFETY FLAG SHALL BE PROMINENTLY DISPLAYED ON ALL CONSTRUCTION EQUIPMENT.

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AVIATION WHITE (12"x12")

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AVIATION ORANGE (12"x12")

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CONSTRUCTION SAFETY FLAG

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6" BAND OF RED COLOR RETROREFLECTIVE MATERIAL, TYP 2

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TRAFFIC DELINEATOR TUBES

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PAVEMENT SURFACE

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FLUORESCENT ORANGE

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WEIGHTED BASE

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ORANGE STRIPE

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WHITE STRIPE

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NOTES: 1.BARRICADES SHALL BE PLACED 10' OFF THE WORK BARRICADES SHALL BE PLACED 10' OFF THE WORK AREA LIMITS, UNLESS NOTED OTHERWISE. 2.BARRICADES SHALL BE TYPE II MEETING THE BARRICADES SHALL BE TYPE II MEETING THE REQUIREMENTS OF CALIFORNIA MUTCD. 3.BARRICADES SHALL BE SECURED BY APPROVED BARRICADES SHALL BE SECURED BY APPROVED WEIGHTED MATERIAL.

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NOTES: 1.TRAFFIC DELINEATOR TUBES SHALL MEET REQUIREMENTS TRAFFIC DELINEATOR TUBES SHALL MEET REQUIREMENTS OF CALIFORNIA MUTCD 2014. 2.UNLESS OTHERWISE NOTED, USE DELINEATOR TUBES FOR UNLESS OTHERWISE NOTED, USE DELINEATOR TUBES FOR ACCESS ROUTES CROSSING TAXIWAYS, TAXILANES, APRON AREAS OR INFIELD RUNWAY SAFETY AREAS. 3.BARRICADES SHALL BE SECURED BY APPROVED WEIGHTED BARRICADES SHALL BE SECURED BY APPROVED WEIGHTED MATERIAL.

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7" WIDE WHITE STRIPE ON BOTH SIDES, TYP

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INTERCONNECTING PEG

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NOTES: 1.TRAFFIC CONE SHALL MEET REQUIREMENTS OF TRAFFIC CONE SHALL MEET REQUIREMENTS OF CALIFORNIA MUTCD 2014. 2.UNLESS OTHERWISE NOTED, USE TRAFFIC CONES FOR UNLESS OTHERWISE NOTED, USE TRAFFIC CONES FOR TRAFFIC CONTROL AND AS REQUIRED BY AIRPORT OPERATIONS.

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6" BAND OF RETROREFLECTIVE MATERIAL, TYP 2

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PH-04

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CONSTRUCTION PHASING DETAILS

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NOTES: 1.FABRIC MESH SHALL BE OF APPROVED MATERIAL FABRIC MESH SHALL BE OF APPROVED MATERIAL AND SECURED BY APPROVED WEIGHTED MATERIAL TO WITHSTAND JET BLAST.

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YELLOW FABRIC MESH

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%%UPHASING CONSTRUCTION NOTES:

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INSTALL LOW-PROFILE BARRICADE PER DETAIL 1 ON DWG PH-04 DURING PHASE SHOWN ON PLAN.

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PLACE COLOR X MESH ROLLED OUT FABRIC CLOSURE MARKER PER DETAIL 6 ON DWG PH-04 DURING PHASE SHOWN ON PLAN.

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AECOM T: 714.567.2400



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GENERAL NOTES:

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1.CONCRETE JOINT LAYOUT SHOWN ON THIS PLAN IS APPROXIMATE. CONTRACTOR CONCRETE JOINT LAYOUT SHOWN ON THIS PLAN IS APPROXIMATE. CONTRACTOR SHALL RESEAL ALL JOINTS WITHIN THE RAMP AREA UNLESS OTHERWISE INDICATED ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 2.JOINTS AROUND STRUCTURES (i.e. MANHOLES, CATCH BASINS, VAULTS, AIRFIELD JOINTS AROUND STRUCTURES (i.e. MANHOLES, CATCH BASINS, VAULTS, AIRFIELD LIGHTS) MAY NOT BE SHOWN AND SHALL BE RESEALED UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 3.AFTER REMOVAL OF OLD SEALANT, WHICH MAY INCLUDE PRE-FORMED/STEEL AFTER REMOVAL OF OLD SEALANT, WHICH MAY INCLUDE PRE-FORMED/STEEL SEALANT COVERED BY LIQUID SEALANT, CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO AGREE UPON THE RESEALING METHOD BEFORE PROCEEDING WITH WORK. 4.LOCATIONS OF PCC SPALL REPAIRS ALONG CRACKS, JOINTS, CORNER AND LOCATIONS OF PCC SPALL REPAIRS ALONG CRACKS, JOINTS, CORNER AND MID-SLAB ARE APPROXIMATE AND MAY NOT ALL BE SHOWN ON THE PLANS. CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO AGREE UPON WHICH LOCATIONS TO BE REPAIRED. 5.PAVEMENT MARKINGS AND STRIPING WHICH ARE SIGNIFICANTLY OBSCURED OR PAVEMENT MARKINGS AND STRIPING WHICH ARE SIGNIFICANTLY OBSCURED OR REMOVED FROM JOINT/CRACK SEALING, SPALL REPAIRS OR BY PCC SLAB REPLACEMENT SHALL BE REPAINTED TO ITS ORIGINAL CLARITY. 6.CONTRACTOR SHALL REMOVE AND REPLACE THE PCC SLAB TO THE NEAREST CONTRACTOR SHALL REMOVE AND REPLACE THE PCC SLAB TO THE NEAREST JOINT AT FULL DEPTH UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 7.PCC SLABS WITH LENGTH-TO-WIDTH RATIO EXCEEDING 1.25 SHALL PCC SLABS WITH LENGTH-TO-WIDTH RATIO EXCEEDING 1.25 SHALL BE REINFORCED WITH STEEL. 8.THE EXISTING PAVEMENT THICKNESS IS ESTIMATED TO RANGE BETWEEN THE EXISTING PAVEMENT THICKNESS IS ESTIMATED TO RANGE BETWEEN 16" TO 20" THICK. 9.CONTRACTOR SHALL PROVIDE FOR THE COLLECTION & DRAINAGE OF SURFACE CONTRACTOR SHALL PROVIDE FOR THE COLLECTION & DRAINAGE OF SURFACE & SUBSURFACE WATER DURING CONSTRUCTION AND KEEP THE SOIL/SUBGRADE MATERIAL SUFFICIENTLY DRY WHILE THE EXCAVATION IS OPEN. 10.PRIOR TO BEGINNING WORK, IT SHALL BE THE CONTRACTORS SOLE PRIOR TO BEGINNING WORK, IT SHALL BE THE CONTRACTORS SOLE RESPONSIBILITY TO INVESTIGATE & PROTECT IN PLACE ALL KNOWN & UNKNOWN UTILITIES.

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MATCHLINE - SEE DWG No C-02

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PERFORM SEAL CRACK

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E

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E

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T

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D

AutoCAD SHX Text

A

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N

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A

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I

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N

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I

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R

AutoCAD SHX Text

E

AutoCAD SHX Text

E

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G

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E

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N

AutoCAD SHX Text


AutoCAD SHX Text

0

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SCALE: 1"=

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15'

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30'

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60'

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30'

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

C-02

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9

AutoCAD SHX Text


AutoCAD SHX Text

U.S. FOREST SERVICE

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2

AutoCAD SHX Text

1

AutoCAD SHX Text

5

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

4

AutoCAD SHX Text

SPALL (TYP.)

AutoCAD SHX Text

C.B. (TYP) NO SEAL REQ'D.

AutoCAD SHX Text

GENERAL NOTES:

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AutoCAD SHX Text


AutoCAD SHX Text

01

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02

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03

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06

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07

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08

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10

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RWY 6-24

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TWY A

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TWY E

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TWY B

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TW A1

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TWY C

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TW A2

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TWY B

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TWY A

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TWY F

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TW D

AutoCAD SHX Text

EAST RAMP

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RW24 RUN UP PAD

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WEST RAMP

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NORTH RAMP

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AutoCAD SHX Text


AutoCAD SHX Text

10

AutoCAD SHX Text

B

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SLAB DESIGNATION

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LEGEND:

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AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

(COLUMN)

AutoCAD SHX Text

(ROW)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

PERFORM SEAL CRACK

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PERFORM SEAL CRACK

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1

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AutoCAD SHX Text

2

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AutoCAD SHX Text

3

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4

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AutoCAD SHX Text

5

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AutoCAD SHX Text

2

AutoCAD SHX Text

2

AutoCAD SHX Text


AutoCAD SHX Text

EXIST PVMT MARKINGS (TYP)

AutoCAD SHX Text


AutoCAD SHX Text


AECOM T: 714.567.2400



KEY MAP

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18

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D4

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D5

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7

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E6

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E7

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E8

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E9

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E10

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E11

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E12

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A

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B

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C

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E

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F2

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F1

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F3

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F4

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A

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B

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A

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B

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C

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G3

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G2

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G1

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G4

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G5

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G6

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G7

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A

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B

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C

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D

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D1

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D2

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D3

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D4

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D5

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DZ

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DY

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DX

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DW

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CONC.

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CONC.

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CONC.

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CONC.

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CONC.

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CONC.

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ASPH.

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ASPH.

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ASPH.

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A

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A

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PHASE N1

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PHASE N1

AutoCAD SHX Text

PREPARED BY

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APPROVED BY:

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APPROVED BY:

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DATE

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DRAWING NUMBER

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DATE

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OF

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1

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9

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9

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N

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A

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S

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2

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DATE

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REVISIONS

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BY

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DATE

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APPR.

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MARK

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

19

AutoCAD SHX Text

MARCH 2018

AutoCAD SHX Text

MARCH 2018

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Exp. 6/30/18

AutoCAD SHX Text

No. C69209

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F

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E

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S

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S

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O

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P

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I

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C

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O

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A

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F

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A

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F

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E

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E

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T

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D

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A

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N

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A

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I

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N

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I

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R

AutoCAD SHX Text

E

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E

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G

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E

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N

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AutoCAD SHX Text

0

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SCALE: 1"=

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15'

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30'

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60'

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30'

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AutoCAD SHX Text


AutoCAD SHX Text

C-03

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10

AutoCAD SHX Text


AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

5

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

GENERAL NOTES:

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

01

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02

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03

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04

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05

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06

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07

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08

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09

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10

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RWY 6-24

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TWY A

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TWY E

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TWY B

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TW A1

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TWY C

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TW A2

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TWY B

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TWY A

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TWY F

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TW D

AutoCAD SHX Text

EAST RAMP

AutoCAD SHX Text

RW24 RUN UP PAD

AutoCAD SHX Text

WEST RAMP

AutoCAD SHX Text

NORTH RAMP

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

10

AutoCAD SHX Text

B

AutoCAD SHX Text

SLAB DESIGNATION

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LEGEND:

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

(COLUMN)

AutoCAD SHX Text

(ROW)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

PERFORM SEAL CRACK

AutoCAD SHX Text

PERFORM SEAL CRACK

AutoCAD SHX Text

1

AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text


AutoCAD SHX Text

3

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AutoCAD SHX Text

4

AutoCAD SHX Text


AutoCAD SHX Text

5

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AECOM T: 714.567.2400



KEY MAP

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21

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22

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15

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35

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H

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A

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F

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F1

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G1

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H

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O

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P

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Q

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A

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N LELAND NORTON WAY

AutoCAD SHX Text

347.74 sf

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PHASE N6

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PHASE N3

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PHASE N5

AutoCAD SHX Text

PHASE N6

AutoCAD SHX Text

PHASE N4

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PHASE N3

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PHASE N5

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PHASE N4

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PHASE N4

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PHASE N3

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PHASE N6

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PHASE N5

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PHASE N3

AutoCAD SHX Text

PHASE N3

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PREPARED BY

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APPROVED BY:

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APPROVED BY:

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DATE

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DRAWING NUMBER

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DATE

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OF

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1

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9

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9

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Y

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A

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B

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N

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A

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S

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2

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DATE

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AutoCAD SHX Text

REVISIONS

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BY

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DATE

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APPR.

AutoCAD SHX Text

MARK

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

19

AutoCAD SHX Text

MARCH 2018

AutoCAD SHX Text

MARCH 2018

AutoCAD SHX Text

Exp. 6/30/18

AutoCAD SHX Text

No. C69209

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F

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E

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S

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S

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O

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P

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O

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I

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N

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O

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L

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C

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E

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O

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A

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T

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S

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T

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I

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F

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A

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F

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C

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I

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E

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E

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D

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A

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N

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A

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I

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N

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I

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E

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E

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G

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E

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N

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AutoCAD SHX Text

0

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SCALE: 1"=

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15'

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30'

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60'

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30'

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

C-04

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11

AutoCAD SHX Text


AutoCAD SHX Text

U.S. CUSTOMS

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

3' WIDE TRENCH

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

SLIDING METAL GATE

AutoCAD SHX Text

C.B. (TYP)

AutoCAD SHX Text


AutoCAD SHX Text

STEEL FENCE

AutoCAD SHX Text

7.5' WIDE TRENCH

AutoCAD SHX Text

5.5' WIDE TRENCH

AutoCAD SHX Text

CATCH BASIN

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1

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4

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SPALL (TYP.)

AutoCAD SHX Text

2

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(TYP.)

AutoCAD SHX Text

C.B. (TYP)

AutoCAD SHX Text

GENERAL NOTES:

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

01

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02

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03

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04

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05

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06

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07

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08

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09

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10

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RWY 6-24

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TWY A

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TWY E

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TWY B

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TW A1

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TWY C

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TW A2

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TWY B

AutoCAD SHX Text

TWY A

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TWY F

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TW D

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EAST RAMP

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RW24 RUN UP PAD

AutoCAD SHX Text

WEST RAMP

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NORTH RAMP

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AutoCAD SHX Text


AutoCAD SHX Text

10

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B

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SLAB DESIGNATION

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LEGEND:

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AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

(COLUMN)

AutoCAD SHX Text

(ROW)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

PERFORM SEAL CRACK

AutoCAD SHX Text

PERFORM SEAL CRACK

AutoCAD SHX Text

1

AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text


AutoCAD SHX Text

3

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AutoCAD SHX Text

4

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AutoCAD SHX Text

5

AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text


AutoCAD SHX Text

C.B. (TYP)

AutoCAD SHX Text


AutoCAD SHX Text

1

AECOM T: 714.567.2400



KEY MAP

AutoCAD SHX Text

PHASE N6

AutoCAD SHX Text

PHASE N2

AutoCAD SHX Text

PHASE N3

AutoCAD SHX Text

PHASE N2

AutoCAD SHX Text

PHASE N2

AutoCAD SHX Text

PHASE N1

AutoCAD SHX Text

PHASE N1

AutoCAD SHX Text

PHASE N3

AutoCAD SHX Text

PHASE N2

AutoCAD SHX Text

PHASE N1

AutoCAD SHX Text

PHASE N1

AutoCAD SHX Text

PHASE N3

AutoCAD SHX Text

PHASE N2

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PHASE N3

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15

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16

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S

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T

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U

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W

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AA

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AB

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AC

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AD

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AE

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AF

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AG

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AH

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AI

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AJ

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DH

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DI

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DJ

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DK

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DL

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DM

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DN

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DO

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DP

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DQ

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DR

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DS

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DT

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DU

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DA

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DB

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DC

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DD

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DE

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DF

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626.82 sf

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625.00 sf

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6.25 sf

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43.25 sf

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8.01 sf

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APPROVED BY:

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APPR.

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MARK

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SHEET NUMBER

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19

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MARCH 2018

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MARCH 2018

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Exp. 6/30/18

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No. C69209

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30'

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60'

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30'

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MATCHLINE - DWG No C-02

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C-05

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12

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5.5' WIDE TRENCH

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C.B. (TYP.)

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(TYP.)

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SPALL (TYP.)

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(TYP.)

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C.B. (TYP) NO SEAL REQ'D.

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RW24 RUN UP PAD

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B

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(COLUMN)

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(ROW)

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PERFORM SEAL CRACK

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PERFORM SEAL CRACK

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AECOM T: 714.567.2400



KEY MAP

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PHASE N1

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PHASE N1

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APPROVED BY:

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SHEET NUMBER

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MARCH 2018

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Exp. 6/30/18

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No. C69209

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C-06

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NON-MOVEMENT AREA MARKING

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SPALL (TYP.)

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B

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(COLUMN)

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(ROW)

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PERFORM SEAL CRACK

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PERFORM SEAL CRACK

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NON MOVEMENT AREA

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10'X5' SPALL 6 PLACES

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EXIST BLUE PVMT MARKING

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AECOM T: 714.567.2400



KEY MAP

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SHEET NUMBER

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19

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MARCH 2018

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Exp. 6/30/18

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No. C69209

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AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

T

AutoCAD SHX Text

D

AutoCAD SHX Text

A

AutoCAD SHX Text

N

AutoCAD SHX Text

A

AutoCAD SHX Text

I

AutoCAD SHX Text

N

AutoCAD SHX Text

I

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

G

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

SCALE: 1"=

AutoCAD SHX Text

15'

AutoCAD SHX Text

30'

AutoCAD SHX Text

60'

AutoCAD SHX Text

30'

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

C-07

AutoCAD SHX Text

14

AutoCAD SHX Text


AutoCAD SHX Text

TERMINAL BUILDING

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

STEEL FENCE

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

GATE 2

AutoCAD SHX Text

C.B. (TYP)

AutoCAD SHX Text

VSR

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

VSR

AutoCAD SHX Text

GATE 5

AutoCAD SHX Text

2

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

1

AutoCAD SHX Text

C.B. (TYP) NO SEAL REQ'D

AutoCAD SHX Text

GENERAL NOTES:

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

01

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02

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03

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05

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06

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07

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08

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09

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10

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RWY 6-24

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TWY A

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TWY E

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TWY B

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TW A1

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TWY C

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TW A2

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TWY B

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TWY A

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TWY F

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TW D

AutoCAD SHX Text

EAST RAMP

AutoCAD SHX Text

RW24 RUN UP PAD

AutoCAD SHX Text

WEST RAMP

AutoCAD SHX Text

NORTH RAMP

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AutoCAD SHX Text


AutoCAD SHX Text

10

AutoCAD SHX Text

B

AutoCAD SHX Text

SLAB DESIGNATION

AutoCAD SHX Text

LEGEND:

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AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

(COLUMN)

AutoCAD SHX Text

(ROW)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

PERFORM SEAL CRACK

AutoCAD SHX Text

PERFORM SEAL CRACK

AutoCAD SHX Text

1

AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text


AutoCAD SHX Text

3

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AutoCAD SHX Text

4

AutoCAD SHX Text


AutoCAD SHX Text

5

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AutoCAD SHX Text

2

AutoCAD SHX Text


AutoCAD SHX Text

STEEL FENCE

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AC PVMT

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AECOM T: 714.567.2400



KEY MAP

AutoCAD SHX Text

AK

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AL

AutoCAD SHX Text

AM

AutoCAD SHX Text

AN

AutoCAD SHX Text

AO

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AP

AutoCAD SHX Text

AQ

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AR

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AS

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AT

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AU

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AV

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38

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39

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40

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61

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R

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T

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U

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V

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W

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X

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Y

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Z

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AA

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AB

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AC

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AD

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AE

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AF

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R

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36

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37

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38

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39

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40

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41

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42

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43

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44

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DH

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DI

AutoCAD SHX Text

DJ

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DA

AutoCAD SHX Text

DB

AutoCAD SHX Text

DC

AutoCAD SHX Text

DD

AutoCAD SHX Text

DE

AutoCAD SHX Text

DF

AutoCAD SHX Text

DG

AutoCAD SHX Text

DG

AutoCAD SHX Text

DF

AutoCAD SHX Text

DE

AutoCAD SHX Text

DA

AutoCAD SHX Text

DB

AutoCAD SHX Text

DC

AutoCAD SHX Text

DD

AutoCAD SHX Text

49

AutoCAD SHX Text

BE

AutoCAD SHX Text

BF

AutoCAD SHX Text

BG

AutoCAD SHX Text

BH

AutoCAD SHX Text

BI

AutoCAD SHX Text

BJ

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BK

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BL

AutoCAD SHX Text

BC

AutoCAD SHX Text

BA

AutoCAD SHX Text

BB

AutoCAD SHX Text

BD

AutoCAD SHX Text

BM

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BN

AutoCAD SHX Text

BO

AutoCAD SHX Text

BP

AutoCAD SHX Text

BQ

AutoCAD SHX Text

BR

AutoCAD SHX Text

BS

AutoCAD SHX Text

BT

AutoCAD SHX Text

BU

AutoCAD SHX Text

BV

AutoCAD SHX Text

BW

AutoCAD SHX Text

BX

AutoCAD SHX Text

BY

AutoCAD SHX Text

BZ

AutoCAD SHX Text

B1

AutoCAD SHX Text

B2

AutoCAD SHX Text

1

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2

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3

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4

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5

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6

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7

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11

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15

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17

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18

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19

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20

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21

AutoCAD SHX Text

BA

AutoCAD SHX Text

BB

AutoCAD SHX Text

BC

AutoCAD SHX Text

BD

AutoCAD SHX Text

BE

AutoCAD SHX Text

BF

AutoCAD SHX Text

BG

AutoCAD SHX Text

BH

AutoCAD SHX Text

B2

AutoCAD SHX Text

BZ

AutoCAD SHX Text

B1

AutoCAD SHX Text

BX

AutoCAD SHX Text

BY

AutoCAD SHX Text

PHASE N8

AutoCAD SHX Text

PHASE N3

AutoCAD SHX Text

PHASE N3

AutoCAD SHX Text

347.75 sf

AutoCAD SHX Text

A

AutoCAD SHX Text

PREPARED BY

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

DATE

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AutoCAD SHX Text

DRAWING NUMBER

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DATE

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OF

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1

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9

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9

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Y

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T

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I

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O

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H

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A

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P

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R

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I

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A

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L

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A

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N

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O

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I

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T

AutoCAD SHX Text

A

AutoCAD SHX Text

N

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R

AutoCAD SHX Text

E

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T

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N

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I

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O

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N

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I

AutoCAD SHX Text

D

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R

AutoCAD SHX Text

A

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N

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R

AutoCAD SHX Text

E

AutoCAD SHX Text

B

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N

AutoCAD SHX Text

A

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S

AutoCAD SHX Text

2

AutoCAD SHX Text

DATE

AutoCAD SHX Text


AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR.

AutoCAD SHX Text

MARK

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

19

AutoCAD SHX Text

MARCH 2018

AutoCAD SHX Text

MARCH 2018

AutoCAD SHX Text

Exp. 6/30/18

AutoCAD SHX Text

No. C69209

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

O

AutoCAD SHX Text

P

AutoCAD SHX Text

R

AutoCAD SHX Text

O

AutoCAD SHX Text

I

AutoCAD SHX Text

N

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R

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O

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L

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C

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E

AutoCAD SHX Text

O

AutoCAD SHX Text

A

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T

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S

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T

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I

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F

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A

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F

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C

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L

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I

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I

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V

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E

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I

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E

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R

AutoCAD SHX Text

E

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T

AutoCAD SHX Text

D

AutoCAD SHX Text

A

AutoCAD SHX Text

N

AutoCAD SHX Text

A

AutoCAD SHX Text

I

AutoCAD SHX Text

N

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I

AutoCAD SHX Text

R

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

G

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

SCALE: 1"=

AutoCAD SHX Text

15'

AutoCAD SHX Text

30'

AutoCAD SHX Text

60'

AutoCAD SHX Text

30'

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

C-08

AutoCAD SHX Text

15

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

CURB

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

TRAILER

AutoCAD SHX Text

HANGAR #695 SHERIFF - FIRE

AutoCAD SHX Text

30" WIDE TRENCH

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

5.5' WIDE TRENCH

AutoCAD SHX Text

9.5' WIDE TRENCH

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

5

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

STEEL BOX LID (TYP) NO SEALING REQ'D

AutoCAD SHX Text

GENERAL NOTES:

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

01

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02

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03

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04

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05

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06

AutoCAD SHX Text

07

AutoCAD SHX Text

08

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09

AutoCAD SHX Text

10

AutoCAD SHX Text

RWY 6-24

AutoCAD SHX Text

TWY A

AutoCAD SHX Text

TWY E

AutoCAD SHX Text

TWY B

AutoCAD SHX Text

TW A1

AutoCAD SHX Text

TWY C

AutoCAD SHX Text

TW A2

AutoCAD SHX Text

TWY B

AutoCAD SHX Text

TWY A

AutoCAD SHX Text

TWY F

AutoCAD SHX Text

TW D

AutoCAD SHX Text

EAST RAMP

AutoCAD SHX Text

RW24 RUN UP PAD

AutoCAD SHX Text

WEST RAMP

AutoCAD SHX Text

NORTH RAMP

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

10

AutoCAD SHX Text

B

AutoCAD SHX Text

SLAB DESIGNATION

AutoCAD SHX Text

LEGEND:

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

(COLUMN)

AutoCAD SHX Text

(ROW)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

PERFORM SEAL CRACK

AutoCAD SHX Text

PERFORM SEAL CRACK

AutoCAD SHX Text

1

AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text


AutoCAD SHX Text

3

AutoCAD SHX Text


AutoCAD SHX Text

4

AutoCAD SHX Text


AutoCAD SHX Text

5

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AutoCAD SHX Text

2

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

2

AutoCAD SHX Text


AutoCAD SHX Text

1

AECOM T: 714.567.2400



KEY MAP

AutoCAD SHX Text

AV

AutoCAD SHX Text

AW

AutoCAD SHX Text

AX

AutoCAD SHX Text

AY

AutoCAD SHX Text

AZ

AutoCAD SHX Text

BA

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BB

AutoCAD SHX Text

BC

AutoCAD SHX Text

BD

AutoCAD SHX Text

BE

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BF

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BG

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BH

AutoCAD SHX Text

BI

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AX

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AY

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AZ

AutoCAD SHX Text

BA

AutoCAD SHX Text

BB

AutoCAD SHX Text

BC

AutoCAD SHX Text

BD

AutoCAD SHX Text

BE

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BF

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BG

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BH

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1

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2

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34

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A

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C

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B

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A

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F28

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F29

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A

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B

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DL

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DM

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DN

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DO

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DP

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DQ

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DR

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DS

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DT

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DU

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DV

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DW

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DX

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DY

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DZ

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D2

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D1

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D3

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DK

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DK

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DJ

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DI

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DH

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DG

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60

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59

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58

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56

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55

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50

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48

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45

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B3

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B4

AutoCAD SHX Text

B5

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B4

AutoCAD SHX Text

B5

AutoCAD SHX Text

B3

AutoCAD SHX Text

A

AutoCAD SHX Text

98965.70 sf

AutoCAD SHX Text

PHASE N3

AutoCAD SHX Text

PHASE N7

AutoCAD SHX Text

PHASE N8

AutoCAD SHX Text

PHASE N8

AutoCAD SHX Text

PHASE N8

AutoCAD SHX Text

PHASE N7

AutoCAD SHX Text

PHASE N3

AutoCAD SHX Text

PHASE N7

AutoCAD SHX Text

PREPARED BY

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

APPROVED BY:

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DATE

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AutoCAD SHX Text

DRAWING NUMBER

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AutoCAD SHX Text

DATE

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OF

AutoCAD SHX Text

1

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9

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9

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Y

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T

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I

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A

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L

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A

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N

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T

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A

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N

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E

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A

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N

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R

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E

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B

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N

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A

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S

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2

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DATE

AutoCAD SHX Text


AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR.

AutoCAD SHX Text

MARK

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

19

AutoCAD SHX Text

MARCH 2018

AutoCAD SHX Text

MARCH 2018

AutoCAD SHX Text

Exp. 6/30/18

AutoCAD SHX Text

No. C69209

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

S

AutoCAD SHX Text

S

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O

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P

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O

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I

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N

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C

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E

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O

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A

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F

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A

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F

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D

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A

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N

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A

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N

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I

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E

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E

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G

AutoCAD SHX Text

E

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N

AutoCAD SHX Text


AutoCAD SHX Text

0

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SCALE: 1"=

AutoCAD SHX Text

15'

AutoCAD SHX Text

30'

AutoCAD SHX Text

60'

AutoCAD SHX Text

30'

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

C-09

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16

AutoCAD SHX Text


AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

NON-MOVEMENT AREA LINE

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4

AutoCAD SHX Text

SPALL (TYP.)

AutoCAD SHX Text

2

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

5

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

GENERAL NOTES:

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AutoCAD SHX Text


AutoCAD SHX Text

01

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02

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03

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04

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05

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06

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07

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08

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09

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10

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RWY 6-24

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TWY A

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TWY E

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TWY B

AutoCAD SHX Text

TW A1

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TWY C

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TW A2

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TWY B

AutoCAD SHX Text

TWY A

AutoCAD SHX Text

TWY F

AutoCAD SHX Text

TW D

AutoCAD SHX Text

EAST RAMP

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RW24 RUN UP PAD

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WEST RAMP

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NORTH RAMP

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AutoCAD SHX Text


AutoCAD SHX Text

10

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NEW PCC PVMT (BY OTHERS)

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BLAST FENCE

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AECOM T: 714.567.2400



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REMOVE EXIST. JOINT SEALER AND INSTALL NEW SEALANT AND BACKER ROD PER DETAILS 1 OR 2 ON SHEET C-31

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SAW-CUT 2" FROM THE FARTHEST EDGE OF SPALL (TYP)

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NEW BACKER ROD (B)

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REMOVE DETERIORATED CONCRETE TO SOUND CONCRETE SURFACE & PRIME WITH SAND CEMENT GROUT

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90°(TYP)

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SPALL REPAIR ALONG RANDOM WORKING CRACK

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CORNER AND MID SLAB SPALL REPAIR

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1.APPROX. LOCATION OF PARTIAL DEPTH SPALL REPAIR ARE SHOWN ON THE DRAWINGS. EXACT REPAIR LOCATION APPROX. LOCATION OF PARTIAL DEPTH SPALL REPAIR ARE SHOWN ON THE DRAWINGS. EXACT REPAIR LOCATION AND DIMENSIONS OF SPALL REPAIR MUST BE DETERMINED AND MARKED IN THE FIELD BY CONTRACTOR AND APPROVED BY THE ENGINEER. THE INTENTION IS TO REMOVE AND REPLACE ALL DETERIORATED CONCRETE, AND TO MAINTAIN THE SIZE OF THE SPALL REPAIR TO THE MINIMUM PRACTICAL TO AVOID UNNECESSARY REMOVAL OF SOUND CONCRETE. 2.REMOVE ANY SEALANT PRESENT IN THE JOINT OR CRACK ADJACENT TO THE SPALL. REMOVE ANY SEALANT PRESENT IN THE JOINT OR CRACK ADJACENT TO THE SPALL. 3.JOINT SPALLS WITH ACTUAL CAVITY WIDTHS LESS THAN 2" SHALL BE REPAIRED BY CLEANING (SAWING) AND JOINT SPALLS WITH ACTUAL CAVITY WIDTHS LESS THAN 2" SHALL BE REPAIRED BY CLEANING (SAWING) AND FILLING WITH JOINT SEALANT IN LIEU OF SPALL REPAIR. 4.SAWCUT A BOUNDARY (RECTANGULAR) AROUND THE SPALLED AREA TO A MINIMUM DEPTH OF 2". BREAKOUT SAWCUT A BOUNDARY (RECTANGULAR) AROUND THE SPALLED AREA TO A MINIMUM DEPTH OF 2". BREAKOUT AND REMOVE PAVEMENT AND UNSOUND CONCRETE WITHIN SAWCUTS TO A MINIMUM DEPTH OF 2". CLEAN EXPOSED CAVITY SURFACES. 5.VACUUM SWEEP THE AREA TO PREVENT DEBRIS FROM REENTERING THE SPALL REPAIR AREA. VACUUM SWEEP THE AREA TO PREVENT DEBRIS FROM REENTERING THE SPALL REPAIR AREA. 6.INSTALL JOINT FILLER TO PROVIDE RIGID BOUNDARY NEXT TO THE JOINT OR CRACK AND TO RETAIN THE SHAPE INSTALL JOINT FILLER TO PROVIDE RIGID BOUNDARY NEXT TO THE JOINT OR CRACK AND TO RETAIN THE SHAPE OF THE JOINT. THIS FILLER MUST EXTEND THE FULL LENGTH OF THE JOINT OR CRACK AND FOR THE FULL DEPTH OF THE SPALL REPAIR AREA. WHERE PRACTICAL AND AT OPTION OF CONTRACTOR, EXTEND JOINT FILLER TO A MINIMUM OF 1/2" BELOW THE CAVITY SURFACE TO HOLD NEW FILLER DURING CONCRETE PLACEMENT AND PREVENT CEMENT GROUT OR CONCRETE FROM BY-PASSING FILLER AND ENTERING JOINT SPACE. 7.WHERE SPALL REPAIRS ARE REQUIRED ON EACH SIDE OF A JOINT OR CRACK, A JOINT FILLER SHALL BE WHERE SPALL REPAIRS ARE REQUIRED ON EACH SIDE OF A JOINT OR CRACK, A JOINT FILLER SHALL BE SECURED IN ALIGNMENT WITH THE JOINT OR CRACK. AFTER BREAKING OUT THE SPALLED CONCRETE, THE SPALL REPAIRS SHALL BE COMPLETED ON ONE SIDE AT A TIME AS SPECIFIED. 8.AT SPALLS WHERE THE LENGTH OR WIDTH OF THE REPAIR IS CLOSER THAN 3" TO THE JOINT, THE REPAIR AT SPALLS WHERE THE LENGTH OR WIDTH OF THE REPAIR IS CLOSER THAN 3" TO THE JOINT, THE REPAIR SHALL EXTEND TO THE NEAREST JOINT. SAWCUT MUST BE MADE AT INTERSECTION JOINT LINES. 9.AT OPTION OF CONTRACTOR, A NEAT BEAD OF CAULK MAY BE APPLIED TO PREVENT GROUT OR CONCRETE AT OPTION OF CONTRACTOR, A NEAT BEAD OF CAULK MAY BE APPLIED TO PREVENT GROUT OR CONCRETE FROM BY-PASSING FILLER AND ENTERING THE JOINT SPACE. 10.APPLY AND SCRUB SAND-CEMENT GROUT BONDING COURSE ON ALL EXPOSED CAVITY SURFACES EXCEPT FACES APPLY AND SCRUB SAND-CEMENT GROUT BONDING COURSE ON ALL EXPOSED CAVITY SURFACES EXCEPT FACES OF JOINTS AND WORKING CRACKS. FILL CAVITY FLUSH WITH PAVEMENT SURFACE WITH CONCRETE AS SPECIFIED. FINISHING MUST BE TO SCREED FROM THE CENTER OF THE PATCH OUT TO THE PATCH BOUNDARIES. 11.ALL JOINT CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH ITEM P-605 OR AS NOTED. ALL JOINT CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH ITEM P-605 OR AS NOTED. 12.AFTER CURING IS COMPLETE, SAW THE JOINT OR CRACK TO MATCH THE EXISTING WIDTH AND TO PROVIDE AFTER CURING IS COMPLETE, SAW THE JOINT OR CRACK TO MATCH THE EXISTING WIDTH AND TO PROVIDE FRESH SURFACES FOR SEALANT, SANDBLAST AND WATERBLAST EACH FACE OF THE FRESH SAWCUT, KEEP CLEAN WITH HIGH COMPRESSED AIR AND VACUUM SWEEP THE AREA. 13.PLACE THE PROPER WIDTH BACKER ROD AT THE REQUIRED DEPTH AND PLACE THE SEALANT. PLACE THE PROPER WIDTH BACKER ROD AT THE REQUIRED DEPTH AND PLACE THE SEALANT. 14.AFTER REPAIR OPERATION IS COMPLETE, CLEAN AND VACCUM SWEEP THE SURROUNDING PAVEMENT OF ALL AFTER REPAIR OPERATION IS COMPLETE, CLEAN AND VACCUM SWEEP THE SURROUNDING PAVEMENT OF ALL POTENTIAL MATERIALS THAT MAY CAUSE FOD. 15.SAW CRACK/JOINT TO THE PROPER WIDTH AND DEPTH PER SPECIFICATIONS AND SEALANT MANUFACTURER SAW CRACK/JOINT TO THE PROPER WIDTH AND DEPTH PER SPECIFICATIONS AND SEALANT MANUFACTURER RECOMMENDATION. 16.A 2" SAWCUT DEPTH IS USED TO BEGIN THE CHIPPING AND REMOVAL PROCESS, TO REMOVE ALL UNSOUND A 2" SAWCUT DEPTH IS USED TO BEGIN THE CHIPPING AND REMOVAL PROCESS, TO REMOVE ALL UNSOUND CONCRETE FOR PARTIAL DEPTH REPAIR. IF UNSOUND CONCRETE CONTINUES TO BELOW 1/3 PANEL THICKNESS OR MORE THAN 6" WIDE SPALL REPAIR, NOTIFY THE ENGINEER. REPAIR MAY BECOME A FULL DEPTH REPAIR.

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CONCRETE CRACK & SPALL REPAIR PROCEDURE (SAW & PATCH)

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ROUT CRACK TO A DEPTH OF 3/4" CLEAN CRACK WITH COMPRESS AIR. INSTALL BACKER ROD. FILL CRACK WITH SEALANT PER P-605 PER DETAILS

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1.IF CRACK IS LESS THAN 1/4" WIDE AND NO SPALLING HAS OCCURRED, DO NOT IF CRACK IS LESS THAN 1/4" WIDE AND NO SPALLING HAS OCCURRED, DO NOT WIDEN, DO NOT SEAL. 2.IF CRACK IS GREATER THAN 1/4" WIDE AND LESS THAN 2" WIDE REMOVE DEBRIS, IF CRACK IS GREATER THAN 1/4" WIDE AND LESS THAN 2" WIDE REMOVE DEBRIS, ROUTE CRACK AS NECESSARY TO PROVIDE A RESERVOIR WITH A WIDTH/DEPTH RATIO ACCEPTABLE TO THE SILICONE SEALANT MANUFACTURER. CLEAN CRACK AND INSTALL BACKER ROD AND SEAL. 3.IF CRACK IS GREATER THAN 2" WIDE COORDINATE WITH THE ENGINEER FOR THE IF CRACK IS GREATER THAN 2" WIDE COORDINATE WITH THE ENGINEER FOR THE METHOD OF CRACK REPAIR.

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BACKER ROD

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PCC JOINT

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1.ALL OLD AND DAMAGED SEALANTS SHALL BE REMOVED. EXISTING JOINT SEALANT MAY INCLUDE BOTH PREFORMED ALL OLD AND DAMAGED SEALANTS SHALL BE REMOVED. EXISTING JOINT SEALANT MAY INCLUDE BOTH PREFORMED & LIQUID SEALANT, OR METAL JOINT FILLER COVERED BY LIQUID SEALANT. 2.PREPARATION OF JOINTS/CRACKS SHALL BE IN ACCORDANCE WITH SPECIFICATION ITEM P-605. RESERVOIRS PREPARATION OF JOINTS/CRACKS SHALL BE IN ACCORDANCE WITH SPECIFICATION ITEM P-605. RESERVOIRS SHALL BE CLEANED, DRIED & WITH BACKER ROD BEFORE PLACING SEALANTS. 3.SAWCUT NEW RESERVOIR AS REQUIRED TO PROVIDE SUFFICIENT RESERVOIR DEPTH FOR BACKER ROD AND SAWCUT NEW RESERVOIR AS REQUIRED TO PROVIDE SUFFICIENT RESERVOIR DEPTH FOR BACKER ROD AND SEALANT.

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GENERAL NOTES:

AECOM T: 714.567.2400



RECOMMENDED SHAPE FACTOR FOR SILICONE SEALANT

*

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EXIST W = 0.25" TO 0.50"

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JOINT WITH METAL FILLER

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FILL SPALL CAVITIES WITH JOINT

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EXIST W = 1" OR MORE

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D

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R

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A

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N

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R

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E

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B

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N

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A

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S

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2

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DATE

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REVISIONS

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BY

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DATE

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APPR.

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MARK

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SHEET NUMBER

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19

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MARCH 2018

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MARCH 2018

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Exp. 6/30/18

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No. C69209

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F

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E

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S

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S

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O

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P

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R

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O

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I

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N

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R

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O

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L

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C

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E

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O

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A

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T

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S

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T

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I

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F

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A

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F

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C

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L

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I

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I

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V

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L

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S

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E

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R

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I

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G

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E

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R

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E

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T

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D

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A

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N

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A

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I

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N

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I

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R

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E

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E

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G

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E

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N

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C-31

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19

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1.SEE CONCRETE & SPALL REPAIR PROCEDURE (SAW & PATCH) NOTES ON SHEET C-30. SEE CONCRETE & SPALL REPAIR PROCEDURE (SAW & PATCH) NOTES ON SHEET C-30. 2.ALL OLD AND DAMAGED SEALANTS SHALL BE REMOVED. EXISTING JOINT SEALANT MAY ALL OLD AND DAMAGED SEALANTS SHALL BE REMOVED. EXISTING JOINT SEALANT MAY INCLUDE BOTH PREFORMED & LIQUID SEALANT, OR METAL JOINT FILLER COVERED BY LIQUID SEALANT. 3.PREPARATION OF JOINTS/CRACKS SHALL BE IN ACCORDANCE WITH SPECIFICATION ITEM PREPARATION OF JOINTS/CRACKS SHALL BE IN ACCORDANCE WITH SPECIFICATION ITEM P-605. RESERVOIRS SHALL BE CLEANED, DRIED & WITH BACKER ROD BEFORE PLACING SEALANTS. 4.SAWCUT NEW RESERVOIR AS REQUIRED TO PROVIDE SUFFICIENT RESERVOIR DEPTH FOR SAWCUT NEW RESERVOIR AS REQUIRED TO PROVIDE SUFFICIENT RESERVOIR DEPTH FOR BACKER ROD AND SEALANT.

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GENERAL NOTES:

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JOINT/CRACK WIDTH (W)

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RECESS BELOW SURFACE (R)

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SEALANT THICKNESS (D)

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BACKER ROD DIAMETER (B)

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TOTAL JOINT DEPTH (T)

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3/8"

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1/4"

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1/4"

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1/2"

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1"

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1/2"

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1/4"

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1/4"

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5/8"

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1 1/8"

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3/4"

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1/4"

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3/8"

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7/8"

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1 1/2"

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1"

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1/2"

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1 1/4"

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2 1/4"

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1/2"

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2"

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1/2"

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2 1/2"

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2 1/2"

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3/4"

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TABLE 1

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VERIFY SEALANT THICKNESS (D) WITH SEALANT MANUFACTURER. "D" AS INDICATED IS A MINIMAL.

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R

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EXIST CRACK

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NEW JOINT SEALANT

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BACKER ROD (B)

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CRACK SEALING (TYP)

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CRACK SEALING (TYP)

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SAWCUT CRACK

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R

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EXIST CRACK

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NEW JOINT SEALANT

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BACKER ROD (B)

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ROUTE CRACK

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NOTE: SEE TABLE 1 THIS SHEET.

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NOT TO SCALE

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CRACK RESEALING DETAILS

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C-31

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2

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R

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BACKER ROD (B)

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R

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SAWCUT JOINT (BOTH SIDES) & REMOVE EXIST JOINT SEALANT AND BACKER ROD

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NEW JOINT SEALANT

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BACKER ROD (B)

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CONTRACTION AND CONSTRUCTION JOINT (TYP)

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CONTRACTION AND CONSTRUCTION JOINT (TYP)

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R

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BACKER ROD (B)

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NEW JOINT SEALANT

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ISOLATION / EXPANSION JOINT (TYP)

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REMOVE EXIST SEALANT AND BACKER ROD

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SAWCUT NEW RESERVOIR

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EXIST SEALANT RESERVOIR

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BACKER ROD (B)

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NEW JOINT SEALANT

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JOINT SEAL WITH MINOR SPALL

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SAWCUT JOINT

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SAWCUT JOINT (BOTH SIDES) & REMOVE EXIST METAL JOINT FILLER AND SEALANT

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SAWCUT NEW RESERVOIR

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EXIST SEALANT RESERVOIR

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NEW JOINT SEALANT

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3

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-

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BEVEL

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1/4" RECESSED

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1/4" BEVEL

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NEW JOINT SEALANT

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EXISTING JOINT FILLER TO REMAIN

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(SEE NOTE 4)

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(SEE NOTE 4)

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3

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-

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BEVEL

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SAWCUT AS REQUIRED TO PROVIDE SUFFICIENT RESERVOIR DEPTH FOR BACKER ROD & SEALANT.

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NOT TO SCALE

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3

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-

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BEVEL DETAIL

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NOT TO SCALE

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1

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-

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JOINT RESEALING DETAILS

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