M&M CARGO PARKING LOT REHABILITATION 5103 MAHER AVENUE LAREDO, TEXAS MAYOR PRO-TEMPORE, DISTRICT II DISTRICT VIII COUNCIL MEMBER

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LAREDO INTERNATIONAL AIRPORT M&M CARGO PARKING LOT REHABILITATION 5103 MAHER AVENUE LAREDO, TEXAS 78041 CITY OF LAREDO, TEXAS HONORABLE RAUL G.

1 LAREDO INTERNATIONAL AIRPORT M&M CARGO PARKING LOT REHABILITATION 5103 MAHER AVENUE LAREDO, TEXAS CITY OF LAREDO, TEXAS HONORABLE RAUL G. SALINAS, MAYOR ESTEBAN RANGEL MAYOR PRO-TEMPORE, DISTRICT II ROQUE VELA, JR DISTRICT V COUNCIL MEMBER MIKE GARZA DISTRICT I COUNCIL MEMBER CHARLIE SAN MIGUEL DISTRICT VI COUNCIL MEMBER ALEJANDRO "ALEX" PEREZ, JR DISTRICT III COUNCIL MEMBER JORGE A. VERA DISTRICT VII COUNCIL MEMBER JUAN NARVAEZ DISTRICT IV COUNCIL MEMBER CYNTHIA LIENDO DISTRICT VIII COUNCIL MEMBER ROQUE VELA, JR DISTRICT V COUNCIL MEMBER ISSUED FOR BID Project Team PLANNING ENGINEERING PROGRAM MANAGEMENT TEXAS REGISTERED ENGINEERING FIRM F-2614, Corpus Christi, Texas 78401

2 G0001 G0002 G0003 C0001 C0002 C0003 C0004 C0005 C0006 DRAWING INDEX DRAWING INDEX AND GENERAL NOTES OVERALL SITE PLAN EROSION CONTROL PLAN AND BMP DETAILS DEMOLITION PLAN SPOT ELEVATION AND GRADING PLAN GEOMETRY PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL DETAILS MISCELLANEOUS DETAILS GENERAL NOTES UTILITY NOTES 1. STANDARD CITY OF LAREDO DETAILS APPLY: STANDARD TYPICAL DETAILS: 304-4: STORM SEWER PIPE CONNECTIONS 304-5: STORM SEWER PIPE CONNECTIONS 304-6: STORM SEWER PIPE CONNECTIONS 304-7: STORM TRENCH BACKFILL WITHIN PAVED AREAS 312-7: TYPICAL GRATE INLET & CONCRETE APRON 312-8: 2' CONCRETE CHANNEL 506-1: CONCRETE CURB AND GUTTER 606-1: STABILIZED CONSTRUCTION ENTRANCE 606-2: CONCRETE WASHING PIT SUMMARY OF QUANTITIES 1. THE CONTRACTOR SHALL SUBMIT A PROPOSED SCHEDULE OF WORK AT THE PRE-CONSTRUCTION CONFERENCE. NO CONSTRUCTION ACTIVITIES SHALL PROCEED UNTIL THE SCHEDULE IS APPROVED BY THE ENGINEER. 2. CONTRACTOR SHALL CONTACT AIRPORT MANAGEMENT 72 HOURS PRIOR TO STARTING ANY CONSTRUCTION OR ENTERING AIRPORT PROPERTY. 3. AIRPORT BOUNDARY FENCE SHALL BE MAINTAINED AS A CONTINUOUS BARRIER. 4. CONTRACTOR PERSONNEL AND EQUIPMENT SHALL REMAIN WITHIN THE PROJECT WORK AREA, STAGING AREA, OR HAUL ROUTE. 5. CONTRACTOR IS EXCLUSIVELY RESPONSIBLE FOR MAINTAINING SAFETY FOR CONSTRUCTION PERSONNEL AND EQUIPMENT AT ALL TIMES. 6. CONTRACTOR SHALL COMPLY WITH ANY INSTRUCTION ISSUED BY THE AIRPORT MANAGEMENT IN THE EVENT OF AN EMERGENCY. 7. INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENT CONCERNING TYPE AND LOCATION OF UNDERGROUND CONDUITS AND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. 8. CONTRACTOR SHALL VERIFY LOCATION OF UNDERGROUND CONDUITS, UTILITIES AND STRUCTURES IN ADVANCE OF OPERATIONS. 9. AREAS UTILIZED FOR THE CONTRACTOR'S PARKING, STORAGE, HAUL ROUTES AND ALL OTHER IMPACTED AREAS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO ORIGINAL CONDITION OR AS ACTED BY LAREDO INTERNATIONAL AIRPORT AT THE COMPLETION OF THE PROJECT. 10. CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS NOT DESIGNATED FOR DEMOLITION OR REMOVAL THAT ARE DAMAGED BY CONSTRUCTION EFFORTS, AT NO COST TO THE OWNER. 11. ALL PUBLIC AND AIRPORT ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS. 12. CONTRACTOR SHALL VERIFY ALL SURVEY CONTROL, ELEVATIONS AND EXISTING GRADES PRIOR TO BEGINNING CONSTRUCTION. DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION. 13. WATER SHALL BE USED TO CONTROL DUST AS DIRECTED BY THE OWNER. 14. A CONTRACTOR'S STAGING AREA WILL BE LIMITED TO THE LAYDOWN YARD SHOWN AND SOIL STOCKPILE/BATCH PLANT AREA. CONTRACTOR SHALL ARRANGE FOR DAILY REMOVAL OF CONSTRUCTION DEMOLITION MATERIAL, UNUSABLE, OBJECTIONABLE OR EXCESS MATERIAL FROM THE CONSTRUCTION WORK AREA. CONTRACTOR SHALL PROPERLY DISPOSE OF ALL DEBRIS MATERIAL OFF-SITE. 15. ALL CONSTRUCTION EQUIPMENT SHALL BE PARKED IN THE CONTRACTOR'S LAYDOWN YARD. 16. CONTRACTOR IS REQUIRED TO MAINTAIN A SECURE PERIMETER AT ALL TIMES DURING CONSTRUCTION. 17. ANY DAMAGE TO AIRPORT PERIMETER FENCE OR GATES SHALL BE REPORTED TO AIRPORT ADMINISTRATION IMMEDIATELY. 18. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND WITH ANY SUPPLEMENT OR EXTEND SAID REGULATIONS. 19. ALL CONSTRUCTION ACTIVITIES SHALL TAKE PLACE OUTSIDE OF THE AIRPORT OPERATIONS AREA. 20. CONTRACTOR SHALL COORDINATE AND COMPLY WITH SECURITY REQUIREMENTS WHILE ON AIRPORT FACILITIES. 21. WORKING HOURS SHALL BE COORDINATED WITH AIRPORT OPERATION PERSONNEL. WORKING EXTRA HOURS OR DURING HOLIDAYS SHALL BE COMMUNICATED AT LEAST 48 HOURS EARLIER AND APPROVED BY THE TERMINAL. 22. CONTRACTOR SHALL COORDINATE SITE ACCESS, SITE SECURITY, AND STAGING AREAS WITH THE AIRPORT REPRESENTATIVE. 23. CONTRACTOR SHALL PROTECT EXISTING AIRPORT ROADWAY PAVEMENT DURING CONSTRUCTION. ANY DAMAGE TO EXISTING ROADS CAUSED BY THE CONTRACTOR FOR THE WORK OR ACCESS TO THE WORK AREAS SHALL BE REPAIRED BY THE CONTRACTOR TO PRE-CONSTRUCTION CONDITION AT NO ADDITIONAL COST TO THE OWNER. 24. ELEVATION OF PAVEMENT TO MATCH ELEVATION OF EXISTING PAVEMENT WHERE ABUTTING. 25. CROSS SLOPE ON SIDEWALKS SHALL NOT EXCEED 2% PER ADA REQUIREMENTS. DRAWING INDEX, GENERAL NOTES, & SUMMARY OF QUANTITIES G0001

3 1. THE CONTRACTOR SHALL SUBMIT A PROPOSED SCHEDULE OF WORK AT THE PRE-CONSTRUCTION CONFERENCE. NO CONSTRUCTION ACTIVITIES SHALL PROCEED UNTIL THE SCHEDULE IS APPROVED BY THE ENGINEER. 2. CONTRACTOR SHALL CONTACT AIRPORT MANAGEMENT 72 HOURS PRIOR TO STARTING ANY CONSTRUCTION OR ENTERING AIRPORT PROPERTY. 3. CONTRACTOR SHALL PROTECT EXISTING AIRPORT ROADWAYS DURING CONSTRUCTION. ANY DAMAGE TO EXISTING ROADS CAUSED BY THE CONTRACTOR FOR THE WORK OR ACCESS TO THE WORK AREAS SHALL BE REPAIRED BY THE CONTRACTOR TO PRE-CONSTRUCTION CONDITION AT NO ADDITIONAL COST TO THE OWNER. 4. A CONTRACTOR'S STAGING AREA OUTSIDE OF PROJECT LIMITS WILL NOT BE AVAILABLE EXT FOR THE STAGING, EQUIPMENT STORAGE AND SOIL STOCKPILE/BATCH PLANT AREAS SHOWN. CONTRACTOR SHALL ARRANGE FOR REMOVAL OF CONSTRUCTION DEMOLITION MATERIAL, UNUSABLE, OBJECTIONABLE OR EXCESS MATERIAL FROM THE CONSTRUCTION WORK AREA. CONTRACTOR SHALL PROPERLY DISPOSE OF ALL DEBRIS MATERIAL OFF-SITE. 5. CONTRACTOR SHALL GRADE TO DRAIN AND HYDROMULCH ALL UNPAVED AREAS THAT ARE DISTURBED DURING CONSTRUCTION. LEGEND LIMITS OF CONSTRUCTION BID ALT 1 = 1,229 S.Y. BID ALT 2 = 842 S.Y. BID ALT 3 = 1,534 S.Y. OVERALL SITE PLAN G0002

4 1. SILT FENCE AND CONCRETE WASHING PIT SHALL BE USED IN ACCORDANCE WITH THE CITY OF LAREDO STANDARD TECHNICAL SPECIFICATIONS AND DETAILS. LEGEND SF SF SF SF REINFORCED FILTER FABRIC FENCE HAY BALE EROSION CONTROL PLAN & BMP DETAILS G0003

5 1. RECONSTRUCTION EFFORT OF PARKING LOT SHALL REPLACE EXISTING PARKING LOT PAVING UP TO LIMITS. 2. ALL CONSTRUCTION ACTIVITIES WILL TAKE PLACE WHILE CARGO DELIVERY OPERATIONS ARE ACTIVE. THE CONTRACTOR IS ADVISED THAT SAFETY IS OF PRIMARY IMPORTANCE AND SHALL PLAN ALL ACTIVITIES TO MINIMIZE THE RISKS TO TENANT'S OPERATING CARGO ACTIVITIES AND CONTRACTOR PERSONNEL. 3. CONTRACTOR SHALL ARRANGE FOR REMOVAL OF CONSTRUCTION DEMOLITION MATERIAL. 4. ALL CONSTRUCTION EQUIPMENT SHALL BE PARKED IN AN AREA THAT DOES NOT INTERFERE WITH TENANT'S CARGO DELIVERY OPERATIONS. 5. CLEANING OF DRAINAGE STRUCTURES SHALL BE SUBSIDIARY TO OTHER ITEMS IN THE CONTRACT. 1. THIS DRAWING ILLUSTRATES THE ORDER OF WORK TO COMPLETE THE PROJECT. 2. BARRICADES SHALL BE PLACED PRIOR TO BEGINNING EACH PHASE OF CONSTRUCTION. 3. PHASE 2 MUST NOT BE STARTED UNTIL PHASE 1 IS COMPLETE. 4. CONTRACTOR TO ALLOW FOR CONTINUOUS ACCESS POINT TO CITY OWNED GENERATORS (LOCATED BEYOND LIMITS OF CONSTRUCTION). DEMOLITION NOTES 1. DEMOLISH AND REMOVE ALL ASPHALTIC CONCRETE PAVEMENT AND SOIL TO PROPOSED SUBGRADE LEVEL. 2. CONTRACTOR SHALL REMOVE UNUSABLE, OBJECTIONABLE OR EXCESS MATERIAL FROM THE CONSTRUCTION WORK AREA. CONTRACTOR SHALL BE PROPERLY DISPOSE OF ALL DEBRIS MATERIAL OFF-SITE. CONTRACTOR SHALL COORDINATE WITH OWNER TO TEMPORARILY STOCKPILE EXCESS MATERIAL ON AIRPORT PROPERTY AT AN APPROVED LOCATION. 3. CONTRACTOR IS RESPONSIBLE TO PROTECT THE EXISTING DRAINAGE AND/OR UTILITIES TO REMAIN. ANY DAMAGE TO EXISTING FEATURES CAUSED BY THE WORK SHALL BE REPAIRED TO PRE-CONSTRUCTION CONDITION, AT NO ADDITIONAL COST TO THE OWNER. 4. CONTRACTOR IS RESPONSIBLE TO PROTECT THE ADJACENT PAVEMENT TO REMAIN. ANY DAMAGE CAUSED BY THE WORK SHALL BE REPAIRED TO PRE-CONSTRUCTION CONDITION, AT NO ADDITIONAL COST TO THE OWNER. 5. PAVEMENT SHALL BE SAWCUT AT LOCATIONS SHOWN. LEGEND CONCRETE SLAB TO BE REMOVED CONCRETE CURB TO BE REMOVED DEMOLITION PLAN C0001

6 1. RECONSTRUCTION EFFORT OF PARKING LOT SHALL REPLACE EXISTING PARKING LOT PAVING UP TO LIMITS. 2. ALL CONSTRUCTION ACTIVITIES WILL TAKE PLACE WHILE CARGO DELIVERY OPERATIONS ARE ACTIVE. THE CONTRACTOR IS ADVISED THAT SAFETY IS OF PRIMARY IMPORTANCE AND SHALL PLAN ALL ACTIVITIES TO MINIMIZE THE RISKS TO TENANT'S OPERATING CARGO ACTIVITIES AND CONTRACTOR PERSONNEL. 3. CONTRACTOR SHALL ARRANGE FOR REMOVAL OF CONSTRUCTION DEMOLITION MATERIAL. 4. ALL CONSTRUCTION EQUIPMENT SHALL BE PARKED IN AN AREA THAT DOES NOT INTERFERE WITH TENANT'S CARGO DELIVERY OPERATIONS. LEGEND SLOPE DIRECTION SMC SPOT ELEVATION & GRADING PLAN C0002

7 1. RECONSTRUCTION EFFORT OF PARKING LOT SHALL REPLACE EXISTING PARKING LOT PAVING UP TO LIMITS OF EXISTING PAVEMENT SURFACES. 2. ALL CONSTRUCTION ACTIVITIES WILL TAKE PLACE WHILE CARGO DELIVERY OPERATIONS ARE ACTIVE. THE CONTRACTOR IS ADVISED THAT SAFETY IS OF PRIMARY IMPORTANCE AND SHALL PLAN ALL ACTIVITIES TO MINIMIZE THE RISKS TO TENANT'S OPERATING CARGO ACTIVITIES AND CONTRACTOR PERSONNEL. 3. CONTRACTOR SHALL ARRANGE FOR REMOVAL OF CONSTRUCTION DEMOLITION MATERIAL. 4. ALL CONSTRUCTION EQUIPMENT SHALL BE PARKED IN AN AREA THAT DOES NOT INTERFERE WITH TENANT'S CARGO DELIVERY OPERATIONS. LEGEND DOWELED CONSTRUCTION JOINT SAW CUT CONTRACTION JOINT NOTE: 1. CONTRACTOR SHALL SUBMIT PROPOSED JOINT PLAN TO ENGINEER PRIOR TO PAVING 2. PLACE EXPANSION JOINT BETWEEN PCC PAVEMENT AND CURB OR OTHER STRUCTURE, AS APPLICALBLE. GEOMETRY PLAN C0003

8 120' 120' 120' TRAFFIC CONTROL PLAN C0004

9 TRAFFIC CONTROL DETAILS C0005

10 6X6 - W2.9 X W2.9 WWF 7" THICK CONCRETE (P-501) NOTES: TENSAR TRiAx TX5 GEOGRID 4" HMAC 8" FLEXIBLE BASE MATERIAL TXDOT ITEM 247, TYPE A, GRADE 1 COMPACTED TO A MIN. 98% STANDARD PROCTOR 8" COMPACTED SUBGRADE SEE NOTE 1 NOTE: WITH GEOGRID RECOMMENDED MAX AGGREGATE SIZE OF 1 1/2" TENSAR BX GEOGRID 5" FLEXIBLE BASE TXDOT ITEM 247, TYPE A, GRADE 1 COMPACT TO MIN. 98% STANDARD PROCTOR 8" COMPACTED SUBGRADE SEE NOTE 1 T/2 1. MOISTURE CONDITIONED SUBGRADE: THE SUBGRADE SHOULD BE MOISTURE CONDITIONED BY REWORKING THE SURFACE TO THE 8" DEPTH BY WATERING OR DRYING AND RE-COMPACTING THE SOILS TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698 (STANDARD PROCTOR) OR TxDOT METHOD TEX 114-E, AT ± 2% OF THE OPTIMUM MOISTURE CONTENT AT 8" LIFTS 2. FLEXIBLE BASE MATERIAL: THE BASE SHOULD MEET THE REQUIREMENTS OF SECTION 510 THE CITY OF THE LAREDO STANDARD TECHNICAL SPECIFICATIONS MANUAL., TYPE A, GRADE HOT MIX ASPHALTIC CONCRETE SURFACE: THE HOT MIX ASPHALTIC CONCRETE (HMAC) SHALL MEET THE REQUIREMENTS SET FORTH BY THE TEXAS DEPARTMENT OF HIGHWAYS (TxDOT) SPECIFICATIONS, ITEM 340, USING TYPE "C" MIX. THE ASPHALTIC CONCRETE SHOULD BE COMPACTED PER THE REQUIREMENTS OF SECTION 520 THE CITY OF THE LAREDO STANDARD TECHNICAL SPECIFICATIONS MANUAL. 4. PORTLAND CEMENT CONCRETE: THE CONCRETE SHALL BE CLASS "P" PER SECTION 504 OF THE CITY OF THE LAREDO STANDARD TECHNICAL SPECIFICATIONS MANUAL. 1 2" HMAC PAVEMENT SECTION SCALE: N.T.S. 2 7" CONCRETE SLAB SCALE: N.T.S. NOTE: THICKENED EDGE PAVEMENT WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE PAID FOR AS 7" PCC PAVEMENT. JOINT SEALANT SEE DETAIL 5, THIS SHEET 8" DIA. STEEL PIPE, SCH. 40 FILL PIPE W/2,500 PSI CONCRETE (YELLOW TRAFFIC-RATED BOLLARD) 36" #3 24" O.C. EACH WAY PROPOSED 7" CONCRETE PAVEMENT SILICONE JOINT SEALANT SEE DETAIL 5, THIS SHEET #3 24" O.C. EACH WAY 7" FOUNDATION AS DIRECTED BY MANUFACTURE 8.75" 7" ASPHALT PAVEMENT 8" SECTION 10' OR TO NEAREST JOINT 3/4" PREMOLDED JOINT FILLER 1/2" 3/8" JOINT SEALANT SEE DETAIL 5, THIS SHEET #3 24" O.C. EACH WAY 36" SOIL ANCHORED FLEXIBLE DELINEATOR POST (TYPE 5) AS MANUFACTURED BY SAFE-HIT. POST SHOULD BE WHITE WITH TWO 3" HIGH INTENSITY SILVER REFLECTIVE STRIPS. 1/4" SILICONE SEALANT BACKER ROD DIAMETER 5/8" 1/8" SAW CUT 2 1/2" T/3 7" 18" SECTION 1" DOWEL, 15" LONG, O.C. FIBERGLASS REFLECTIVE POST MISCELLANEOUS DETAILS C0006

CITY OF TROY CONSTRUCTION SPECIFICATIONS PREPARED BY: F-7587

CITY OF TROY CONSTRUCTION SPECIFICATIONS PREPARED BY: F-7587 CITY OF TROY DESIGN STANDARDS AND CONSTRUCTION SPECIFICATIONS PREPARED BY: F-7587 JANUARY 2010 TABLE OF CONTENTS SECTION 1 SECTION 2 SECTION 3 SECTION 4 SECTION 5 SECTION 6 APPENDIX ROADWAY DESIGN DRAINAGE