Awards for “GRANITE CONSTRUCTION COMPANY”
25 awards on this page · sorted by amount · page 6
| Award ID | Recipient | Awarding agency | Amount | Start | End | NAICS | Description |
|---|---|---|---|---|---|---|---|
| 0009 | GRANITE CONSTRUCTION COMPANY GUAM | Department of Defense | $451.44K | 2015-09-29 | 2017-11-21 | 237310 | IGF::OT::IGF CONTRACT N40192-14-D-2830-0004 IS ISSUED TO CONSTRUCT OFF-STREET PARKING IN THE HARBOR/BAY VIEW HOUSING AREAS. THE TOTAL CONTRACT AMOUNT IS $451,442.55 WITH A POP FROM 29 SEP 2015 TO 30 SEP 2016. |
| 0052 | GRANITE CONSTRUCTION COMPANY | Department of Defense | $442.32K | 2012-08-29 | 2013-12-31 | 237310 | STATEMENT OF WORK REPAIR 5TH STREET FORT IRWIN, CA AAPB: CAFI-1211 THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY TO REPAIR 5TH STREET AT FT. IRWIN, CA PER THE FOLLOWING STATEMENT OF WORK: - SUPPLY TRAFFIC CONTROL MANPOWER AND SIGNAGE FOR TRAFFIC AND PERSONNEL SAFETY. - INSTALL CONSTRUCTION SIGNAGE ON ALL SURROUNDING STREETS AND INTERSECTIONS. - SAW CUT AND DEMO ASPHALT AT ALL INTERSECTIONS AND HAVE A SMOOTH ASPHALT TRANSITION. - REPAIR FAILED, DEPRESSED AND ALLIGATORED ASPHALT AREAS. BROKEN ASPHALT WILL BE HAULED OFF POST TO AN APPROVED DISPOSAL SITE OR BE PULVERIZED TO LESS THAN 1 DIA AND STOCK PILE PER GOVERNMENT DIRECTIONS. - PLACE COLD MIX ASPHALT AT CONFORMED AREAS AND INTERSECTIONS FOR SMOOTH TRAFFIC ACCESS DURING ASPHALT REPAIR PROGRESS. - SWEEP AND CLEAN ALL ASPHALT AREAS TO ACCEPT NEW ASPHALT REINFORCEMENT FABRIC IF REQUIRED. - PULVERIZE EXISTING AND REPAVE WITH 3 ASPHALT. - VERIFY 24 WIDE ROAD. - COMPACT SUB GRADE TO 90% OR HIGHER IF REQUIRED AT NEW ASPHALT AREAS. - ADJUST ALL MANHOLES AND VALVES TO NEW PAVING HEIGHT. - REPAIR AND RE-GRADE EXISTING DRAINAGE SWALES. - RE-GRADE AND COMPACT 10 DIRT SHOULDERS EACH SIDE OF ROADWAY. - INSTALLATION OF STRIPPING TO MATCH THE EXISTING WITH THERMOPLASTIC STRIPPING AND MARKINGS. MARKINGS SHALL CONFORM TO CAL TRANS STANDARDS. THE PERFORMANCE PERIOD IS 45 CALENDAR DAYS FROM THE TIME THE CONTRACTOR RECEIVES THE OFFICIAL NOTICE TO PROCEED FROM THE CONTRACTING OFFICER S REPRESENTATIVE AT THE FORT IRWIN RESIDENT OFFICE. CONTRACTOR IS REQUIRED TO USE DAVIS BACON WAGE DETERMINATION CA120037, MOD 9. LIQUIDATED DAMAGES ARE $1,060.00 PER DAY. |
| FA500024F0049 | GRANITE CONSTRUCTION COMPANY | Department of Defense | $425K | 2024-04-25 | 2024-09-30 | 324121 | BPA FOR ASPHALT SUPPLIES FOR JBER (2024) |
| 0087 | GRANITE CONSTRUCTION COMPANY | Department of Defense | $422.32K | 2014-08-18 | 2014-12-31 | 237310 | IGF::OT::IGF REPAINT AIRFIELD MARKINGS EAFB, CA |
| 0027 | GRANITE CONSTRUCTION COMPANY | Department of Defense | $407.35K | 2010-09-30 | 2013-02-09 | 237310 | REPAIR LOVE DRIVE DRAINAGE DITCH (JOSHUA ACRES) CONSTRUCTION OF A 1,110 LF CHANNEL 6 IN WIDTH WITH 10 STAMPED AND COLORED CONCRETE SHOULDERS ON BOTH SIDES TO ALLOW PROPER DRAINAGE. CONSTRUCT (2) DRYWELLS THAT WILL BE PLACED IN TWO LOW POINTS ALONG THE DRAINAGE CHANNEL. LOWER AND REPLACE THE EXISTING DRAINAGE PIPE AT THE SOUTH END OF THE DRAINAGE CHANNEL WITH A 24 HDPE PIPE TO ALLOW PROPER FLOW. CONSTRUCT A 180 SIDEWALK WITH (3) APPLICABLE HANDICAP RAMPS TO CONNECT THE ADJACENT EXISTING SIDEWALKS TO INCLUDE FENCING ALONG ALL ELEVATED PORTIONS. CONSTRUCT A EARTHEN BRIDGE LARGE ENOUGH TO BRIDGE THE GAP FOR THE SIDEWALK TO CROSS TO INCLUDE A CONCRETE CULVERT WITH CONCRETE HEADWALLS AND A 24 HDPE PIPE. INSTALL SAFETY GATE AT THE ADJACENT 36 STORM DRAIN OUTLET ACROSS FITZ-GERALD BLVD. |
| FA500020F0027 | GRANITE CONSTRUCTION COMPANY | Department of Defense | $400K | 2020-01-13 | 2020-10-30 | 324121 | CALL ORDER FOR FA500018A0002 FOR ASPHALT |
| 0063 | GRANITE CONSTRUCTION COMPANY | Department of Defense | $399.4K | 2012-09-28 | 2013-05-31 | 237310 | TASK ORDER SCOPE OF WORK AABP CAEA-1281 PROJECT NAME&LOCATION: REPAIR AFOTEC DET.5 BUILDING 1260 PARKING LOT, EDWARDS AIR FORCE BASE, CA NEW TASK ORDER CONTRACT NO: W912PL-09-D-0032 CONTRACTOR: GRANITE CONSTRUCTION CO. 1. SCOPE OF WORK: REPAIR AFOTEC DET.5 BUILDING 1260 PARKING LOT, AFB, CA PROVIDE LABOR, MATERIALS AND EQUIPMENT TO ACCOMPLISH THE FOLLOWING SCOPE: A. DEMOLITION AND DISPOSAL AS SHOWN ON THE ATTACHED PLAN, INCLUDING APPROXIMATELY: I. 9500 SY OF ASPHALTIC CONCRETE PAVEMENT PULVERIZATION; II. 800 CY OF COMMON EXCAVATION OF EXCESS PULVERIZED MATERIAL; III. 1700 LF OF CONCRETE CURB AND GUTTER DEMOLITION; IV. 50 CY OF CONCRETE DEMOLITION; V. 300 CY CONCRETE CRUSHING OF DEMOLITION MATERIAL; VI. 9200 CY OF LANDFILL DISPOSAL. VII. REMOVAL OF 6 LIGHT BASES, POLES, LUMINARIES AND UNDERGROUND CABLE. B. SITE WORK AS SHOWN ON THE ATTACHED PLAN, INCLUDING APPROXIMATELY: I. 5620 SY OF EACH: 3-INCH THICK ASPHALTIC CONCRETE, PRIME COAT, 6-INCH THICK AGGREGATE BASE COURSE, AND 6-INCH THICK SUBGRADE PREPARATION; II. 5800 SF OF 4-INCH THICK CONCRETE SIDEWALK CONSTRUCTION; III. 1000 LF OF CONCRETE CURB AND GUTTER CONSTRUCTION; IV. 12 CY OF REINFORCED CONCRETE ROADWAY; V. 1000 CY OF SELECT FILL PLACEMENT; VI. 210 LF OF DITCHES; VII. 3000 LF OF NON-REFLECTIVE PAVEMENT MARKING PLACEMENT; VIII. 3 NEW LIGHT POLES, BASES, DOUBLE LUMINARIES AND UNDERGROUND ELECTRICAL SERVICE. C. MATERIALS SAMPLING, TESTING AND QUALITY CONTROL AS REQUIRED. D. UTILITY LOCATIONS AND POTHOLING. TOPOGRAPHIC AND PLANIMETRIC SURVEYS NEEDED TO DEVELOP A GRADING PLAN AND FOR CONSTRUCTION CONTROL. AFOTEC WILL DEVELOP A GRADING PLAN BASED ON CONTRACTOR SURVEYS. E. ALL OTHER WORK AS SHOWN ON THE ATTACHED DRAWINGS. F. THE CONTRACTOR SHALL VERIFY REQUIREMENTS AND ESTIMATED QUANTITIES. 2. TASK ORDER PRICE: - $333,559.00 3. PERFORMANCE TIME: THE CONTRACTOR SHALL PERFORM ALL WORK INCLUDED IN THIS TASK ORDER WITHIN 60 CALENDAR DAYS OF RECEIPT OF NOTICE TO PROCEED. 4. WAGE DETERMINATION: 2010031 KERN CO, DATED 08.03.2012, CA31 WILL BE IN EFFECT. 5. LIQUIDATED DAMAGES: $1,060.00/DAY 6. ADMINISTERED BY: EDWARDS RESIDENT OFFICE, EDWARDS, AFB, CA |
| 0020 | GRANITE CONSTRUCTION COMPANY | Department of Defense | $395.77K | 2010-09-28 | 2013-02-09 | 237310 | REPAIR ROAD INSIDE 1-30B AREA, AFRL |
| 0002 | GRANITE CONSTRUCTION COMPANY | Department of Defense | $395.4K | 2014-08-05 | 2015-08-04 | 237310 | IGF::OT::IGF = PROJECT REPAIRS PARKING APRON FOR AIRCRAFT ASSIGNED TO DEPT. OF HOMELAND SECURITY'S CUSTOM'S AND BORDER PROTECTION SAN DIEGO AIR AND MARINE UNIT. |
| 0001 | GRANITE CONSTRUCTION COMPANY | Department of Defense | $389.63K | 2009-07-06 | 2009-12-31 | 237310 | REPAIR EXTENDED JS PARKING LOT, B-1820 EDWARDS AFB, CA |
| N4019219F4362 | GRANITE CONSTRUCTION COMPANY GUAM | Department of Defense | $385.44K | 2019-08-30 | 2020-06-25 | 237310 | WON 1638711 1635385 1637529 PAVING |
| 0078 | GRANITE CONSTRUCTION COMPANY | Department of Defense | $377.96K | 2013-09-14 | 2014-01-17 | 237310 | REPAIR WEST ROSAMOND BLVD, EDWARDS AFB |
| 0088 | GRANITE CONSTRUCTION COMPANY | Department of Defense | $374.61K | 2014-08-26 | 2014-12-31 | 237310 | IGF::OT::IGF MAINTAIN FITZGERALD BLVD, EAFB, CA |
| 0020 | GRANITE CONSTRUCTION COMPANY GUAM | Department of Defense | $368.3K | 2016-09-05 | 2017-01-04 | 237310 | IGF::OT::IGF N40192-14-D-2830-0020 AJJY 16-1033 REPAIR PARKING LOT B22021, ANDERSEN AFB, GUAM |
| 0085 | GRANITE CONSTRUCTION COMPANY | Department of Defense | $360.78K | 2013-09-28 | 2014-02-28 | 237310 | REPAIR LAKEBED TRASITION AT PAD 18 |
| 0059 | GRANITE CONSTRUCTION COMPANY | Department of Defense | $350.03K | 2012-09-26 | 2013-12-26 | 237310 | THIS SCOPE OF WORK IS FOR THE RPR STABILIZE/DG AROUND SIDEWALKS MFH THIS SCOPE OF WORK IS FOR THE RPR STABILIZE/DG AROUND SIDEWALKS MFH EDWARDS AFB, CA THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT, TOOLS, EQUIPMENT, MATERIALS, SUPPLIES, TRANSPORTATION, SUPERVISION, AND LABOR NECESSARY TO RPR STABILIZE/DG AROUND SIDEWALKS MFH, EDWARDS AFB, CA. REPAIR THE EXISTING EROSION ISSUES WITHIN MAIN FAMILY HOUSING TO INCLUDE THE FOLLOWING: 1. LOCATION: RUSHWORTH NEAR WEST OF CRAIGE I. REPAIR SIDEWALK LIP ON PORTION RUNNING TO THE PARK 2. LOCATION: RUSHWORTH&S. FOGLEMAN I. SHOULDER BACK SIDEWALK RAMP CORNERS AND SIDEWALK II. SHOULDER BACK SOUTH FOGLEMAN LOOP SIDEWALK AROUND BEND III. FILL IN 2 CURB CUTS AND BACKFILL CURB AROUND BEND 3. LOCATION: VARIOUS LOCATIONS I. FIX/ALTER EXISTING SIDEWALK TO ACCOMMODATE COMPLIANT ADA RAMPS 4. LOCATION: STURMTHAL&N. FOGLEMAN I. RECONSTRUCT SIDEWALK AND GUTTER 5. LOCATION: PAYNE AVENUE&SPAATZ I. SHOULDER BACK SIDEWALK ALONG PAYNE WRAPPING INTO SPAATZ 6. LOCATION: VARIOUS LOCATIONS I. SHOULDER BACK SIDEWALK AND ADD 2' WASHED RIVER ROCK RIBBON AT LOCATIONS SPECIFIED DURING THE SITE WALK 7. LOCATION: VARIOUS LOCATIONS I. FIXED DAMAGED SLABS ALONG SIDEWALK 8. LOCATION: LOVE&ROTH I. EXTEND SHOULDER ADJACENT TO SIDEWALK, AND RE-GRADE THE SLOPE 4: 1. 9. LOCATION: BLACKBIRD&FORBES AND AIRACOMET&BLACKBIRD I. SHOULDER BACK SIDEWALK AND ADD 2' WASHED RIVER ROCK RIBBON TO BLEND WITH SURROUNDING LANDSCAPE. 10. LOCATION: BUTLER I. CONSTRUCT NEW SIDEWALK ON EAST SIDE OF LOVE FROM ROTH TO PAYNE. 11. LOCATION: HAMILTON I. INSTALL ROCK BARRICADE AT THE END OF HAMILTON BLOCKING ACCESS TO DESERT. 12. LOCATION: RUSHWORTH DRIVE AND SOUTH FOGLEMAN LOOP I. FILL IN 2 CURB CUTS. 13. LOCATION: SOUTH FOGLEMAN LOOP I. REMOVE ADA RAMP THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT, TOOLS, EQUIPMENT, MATERIALS, SUPPLIES, TRANSPORTATION, SUPERVISION, AND LABOR NECESSARY TO RPR STABILIZE/DG AROUND SIDEWALKS MFH, EDWARDS AFB, CA. REPAIR THE EXISTING EROSION ISSUES WITHIN MAIN FAMILY HOUSING TO INCLUDE THE FOLLOWING: 1. LOCATION: RUSHWORTH NEAR WEST OF CRAIGE I. REPAIR SIDEWALK LIP ON PORTION RUNNING TO THE PARK 2. LOCATION: RUSHWORTH&S. FOGLEMAN I. SHOULDER BACK SIDEWALK RAMP CORNERS AND SIDEWALK II. SHOULDER BACK SOUTH FOGLEMAN LOOP SIDEWALK AROUND BEND III. FILL IN 2 CURB CUTS AND BACKFILL CURB AROUND BEND 3. LOCATION: VARIOUS LOCATIONS I. FIX/ALTER EXISTING SIDEWALK TO ACCOMMODATE COMPLIANT ADA RAMPS 4. LOCATION: STURMTHAL&N. FOGLEMAN I. RECONSTRUCT SIDEWALK AND GUTTER 5. LOCATION: PAYNE AVENUE&SPAATZ I. SHOULDER BACK SIDEWALK ALONG PAYNE WRAPPING INTO SPAATZ 6. LOCATION: VARIOUS LOCATIONS I. SHOULDER BACK SIDEWALK AND ADD 2' WASHED RIVER ROCK RIBBON AT LOCATIONS SPECIFIED DURING THE SITE WALK 7. LOCATION: VARIOUS LOCATIONS I. FIXED DAMAGED SLABS ALONG SIDEWALK 8. LOCATION: LOVE&ROTH I. EXTEND SHOULDER ADJACENT TO SIDEWALK, AND RE-GRADE THE SLOPE 4: 1. 9. LOCATION: BLACKBIRD&FORBES AND AIRACOMET&BLACKBIRD I. SHOULDER BACK SIDEWALK AND ADD 2' WASHED RIVER ROCK RIBBON TO BLEND WITH SURROUNDING LANDSCAPE. 10. LOCATION: BUTLER I. CONSTRUCT NEW SIDEWALK ON EAST SIDE OF LOVE FROM ROTH TO PAYNE. 11. LOCATION: HAMILTON I. INSTALL ROCK BARRICADE AT THE END OF HAMILTON BLOCKING ACCESS TO DESERT. 12. LOCATION: RUSHWORTH DRIVE AND SOUTH FOGLEMAN LOOP I. FILL IN 2 CURB CUTS. 13. LOCATION: SOUTH FOGLEMAN LOOP I. REMOVE ADA RAMP |
| 0046 | GRANITE CONSTRUCTION COMPANY | Department of Defense | $327.23K | 2011-09-29 | 2011-12-31 | 237310 | REPAIR NORTH BASE OVERRUNS, EAFB, CA |
| 0082 | GRANITE CONSTRUCTION COMPANY | Department of Defense | $324.13K | 2013-09-26 | 2014-02-21 | 237310 | REPAIR MERCURY BLVD, ADWARDS AFB |
| 0041 | GRANITE CONSTRUCTION COMPANY | Department of Defense | $312.13K | 2011-09-26 | 2012-08-17 | 237310 | VA LL 605-11-984 EXTEND NE PAVED STORAGE AREA, VA LOMA LINDA, CA |
| FA500017F0024 | GRANITE CONSTRUCTION COMPANY | Department of Defense | $307.38K | 2017-05-02 | 2017-09-29 | 324121 | ASPHALT (MIX NOT INSTALL) MUNI-E MIX / STATE TYPE II A MUNI-D MIX /&OR 3/8" MINUS HOT MIX ASPHALT, AVIATION STATE TYPE II A |
| 0069 | GRANITE CONSTRUCTION COMPANY | Department of Defense | $298.22K | 2013-06-21 | 2013-12-31 | 237310 | CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, EQUIPMENT AND SUPERVISION NECESSARY TO REPAIR STREETS ON MOUNTAIN VIEW&JUNIPER RIDGE AS FOLLOWS: A. SLURRY (MICROPAVE) APPROXIMATELY 605,300 SF (+/-) OF ASPHALT PAVEMENT LOCATED WITHIN THE MOUNTAIN VIEW AND JUNIPER RIDGE MILITARY FAMILY HOUSING AREAS. SEAL ALL CRACKS PRIOR TO APPLICATION OF ASPHALT FOG SEAL AND/OR SLURRY SEAL. PATCH DISTRESSED ASPHALT PAVEMENT(S) WHERE PAVEMENT FAILURE IS TOO LARGE TO SEAL USING APPROVED CRACK SEALING PROCEDURES. FLEXIBLE AND RIGID PAVEMENTS REPAIRS WILL BE ACCOMPLISHED IN ACCORDANCE WITH ALL APPLICABLE UNIFIED FACILITY CODES (UFC) AND ENGINEERING TECHNICAL LETTERS (ETL) WHICH WILL BE PROVIDED BY THE ARMY CORPS OF ENGINEERS TO ALL CONTRACTORS AND SUBCONTRACTORS. B. POTHOLE FOR ALL EMBEDDED UTILITIES (IF REQUIRED) C. UTILIZE PROFESSIONAL SURVEYORS TO MARK FINISH GRADE(S) THERBY ENDURING THAT REPAIRED AREAS DRAIN PROPERLY. D. EXCAVATE AND HAUL UNSUITABLE MATERIAL. ALL CONSTRUCTION DEBRIS AND EXCESS MATERIALS WILL BE PROPERLY DISPOSED OF AT AN APPROVED OFF BASE FACILITY. E. STRIPE ROADWAY IAW CAMUTCD. ADD ROADWAY REFLECTORS IAW EDWARDS AIR FORCE BASE STANDARD PRACTICE. F. REPLACE TRAFFIC REGULATORY SIGNS IAW CAMUTCD. ENSURE SIGNS MEET CURRENT REFLECTIVITY STANDARDS. G. ESTABLISH WORK ZONE (AND SAFETY) BARRICADES AROUND CONSTRUCTION ZONE IAW CALTRANS MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES WITHIN ESTABLISHED RESIDENTIAL AREAS. H. PROVIDE PUBLIC NOTICE TO ALL RESIDENTS NOTIFYING THEM OF NATURE OF WORK TO BE PERFORMED, OF THE NEED TO CLOSE THE STREET, THE START DATE OF PROJECT, THE COMPLETION DATE OF PROJECT, AND WHERE TO PARK DURING CONSTRUCTION. ENSURE HOUSES ARE ACCESSIBLE (AT ALL TIMES) VIA EXISTING SIDEWALKS. REPAIR BROKEN CURB AND GUTTER AS REQUIRED. REPAIR INTERSECTION SPANDRELS AS REQUIRED. |
| 0003 | GRANITE CONSTRUCTION COMPANY | Department of Defense | $296.1K | 2009-09-14 | 2009-12-31 | 237310 | MAINTAIN AIR FIELD RUBBER REMOVAL, EAFB |
| 0030 | GRANITE CONSTRUCTION COMPANY | Department of Defense | $295.39K | 2011-02-24 | 2013-02-12 | 237310 | MC PARKING LOT, CONDUIT&TALS PADS, EAFB, CA |
| 0072 | GRANITE CONSTRUCTION COMPANY | Department of Defense | $283.47K | 2012-08-08 | 2014-04-30 | 237310 | STATEMENT OF WORK REPAIR PARKING LOT B1220 EDWARDS AIR FORCE BASE, CA AAPB: CAEA-1334 REPAIR EXISTING LOT (FSPM061121) A. PULVERIZE AND REPAVE APPROXIMATELY 5,050 SY OF THE EXISTING PARKING LOT AND ENTRANCES, AS INDICATED IN FIGURE 1. UTILIZE POLYMER-MODIFIED 64-28 BINDER IN A COE-APPROVED ACC MIX. B. CONSTRUCT APPROXIMATELY 1800 LF OF PCC CURB AND GUTTER AS INDICATED IN BLUE IN FIGURE 1. MATCH AND SMOOTHLY CONNECT ANY NEIGHBORING CURBS. C. CONSTRUCT APPROXIMATELY 650 LF OF 5 WIDE PCC SIDEWALK AS INDICATED IN WHITE ON FIGURE 1. CONSTRUCT APPROXIMATELY 75 LF OF 5 WIDE COLORED PCC SIDEWALK AS INDICATED IN RED ON FIGURE 1. COLOR RED MATCHED TO THE EXISTING PAINTED ASPHALT. PLACE GOVERNMENT-FURNISHED RECYCLED AND CRUSHED PCC APPROXIMATELY 6 DEEP IN THE AREA (APPROXIMATELY 2000 SY) INDICATED IN GOLD ON FIGURE 1. PREVENT MIGRATION OF THE CRUSHED PCC TO NEIGHBORING SIDEWALKS AND PADS BY THE CONSTRUCTION OF CURBS OR SIMILAR POSITIVE RETAINING FEATURES. I. THE GOVERNMENT-FURNISHED MATERIAL WILL BE AVAILABLE NEAR THE BASE LANDFILL. D. ADJUST/REPLACE ALL MANHOLES AND UTILITY COVERS WITHIN THE AREA AS REQUIRED. E. DEMOLISH APPROXIMATELY 6 LF OF CURBING NEAR NW CORNER OF THE BUILDING, NEAR WOLFE AVE. |
| 0073 | GRANITE CONSTRUCTION COMPANY | Department of Defense | $283.45K | 2013-08-08 | 2013-08-08 | 237310 | STATEMENT OF WORK EXPAND PARKING LOT B1220 EDWARDS AIR FORCE BASE, CA AAPB: CAEA-1335 PROVIDE ALL LABOR, MATERIAL, EQUIPMENT AND SUPERVISION TO EXPAND THE PARKING LOT AT BLDG. 1220 (TPS) AS FOLLOWS: 1. PREPARE, GRADE AND PAVE APPROXIMATELY 2490 SY OF ASPHALT PAVEMENT AS SHOWN IN FIGURE 2. UTILIZE POLYMER-MODIFIED 64-28 BINDER IN A COE APPROVED ACC MIX. I. ESTABLISH GRADE TO INSURE POSITIVE DRAINAGE. PROVIDE RIPRAP OR PCC DITCH CHANNELS AT CURB OUTLETS. 2. CONSTRUCT 6 PCC CURB AND GUTTER AROUND THE PERIMETER OF THE LOT. 3. CONSTRUCT APPROXIMATELY 190 LF OF 8 WIDE PCC SIDEWALK, CENTERED IN THE LOT, AS INDICATED IN WHITE ON FIGURE 2. TERMINATE SIDEWALK 29 FROM BACK OF OPPOSITE PARKING LOT CURB. CONSTRUCT 6 PCC CURB AND GUTTER AS INDICATED BORDERING SIDEWALK. PROVIDE ADA RAMPS WITH TACTILE SURFACES AT ALL INDICATED LOCATIONS. ALL NEWLY CONSTRUCTED SIDEWALKS MUST BE ADA ACCESSIBLE. 4. CONSTRUCT PAVEMENT TO SMOOTHLY ALIGN THE PARKING LOT TRAFFIC LANE TO THE EXISTING INTERSECTION WITH THE BLDG 1202 PARKING LOT ENTRANCE AS SHOWN. 5. ADJUST/ REPLACE ALL MANHOLES AND UTILITY COVERS WITHIN THE AREA AS REQUIRED. 6. PROVIDE 10 TRAFFIC LANE TO UTILITY AREA NE CORNER OF BUILDING. PROVIDE SINGLE HAND-REMOVABLE, LOCKABLE BOLLARD, IN CONCRETE FOUNDATION IN CENTER OF THE LANE AT THE CURBLINE. 7. CONSTRUCT PCC PAD, APPROXIMATELY 25 SY ADJACENT TO EXISTING PAD ON SOUTH SIDE OF BUILDING. PROVIDE A COVERED BICYCLE RACK AT ITS EAST EDGE. I. EXTEND EXISTING CULVERT AND PROVIDE HEADWALL AS REQUIRED. 8. CONSTRUCT PCC PADS FOR 6 DESIGNATED MOTORCYCLE PARKING SPACES. 9. STRIPE LOT WITH 10 X18 STALLS AND TWO-WAY, 26 TRAFFIC LANES. I. DO NOT COUNT THE WIDTH OF CURBS OR GUTTERS AS PART OF STALL DEPTH OR TRAFFIC LANE. 10. PROVIDE 8 ADA-COMPLIANT STALLS, BLUE, WITH STANDARD ADA STALL SIGNAGE. PROVIDE AT LEAST 2 VAN-ACCESSIBLE ADA STALLS. ENSURE UNBROKEN WHEELCHAIR ACCESS FROM THE ADA PARKING LOCATIONS TO ADA-ACCESSIBLE BUILDING ENTRANCES. 11. MARK RESERVED SPACES SIMILAR TO EXISTING, AS SPECIFIED BY THE FACILITY MANAGER AT THE CONCLUSION OF CONSTRUCTION, 20 LOCATIONS. |