Attachment 3 - Drawings 20220112.pdf
PDF 3 MB Posted
- Attached to
- Repair Runway Depression Federal contract opportunity
- Solicitation number
- FA301022R0028
About this file
This package includes construction drawings and specifications for a runway repair project at Keesler Air Force Base in Mississippi. The project scope involves repairing a runway depression through replacement of pavement, subgrade, and internal joints of an existing concrete box culvert. Work will be completed through either a base bid replacing pavement and sealing culvert joints, or alternate bid replacing additional fill material if compaction requirements are not met. The solicitation seeks bids for this project between $1-5 million as a HUBZone small business set-aside. An organized site visit is scheduled for August 9th with base access requirements stated. Bids are due by the date specified in Section L with evaluation criteria in Section M.
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G. REED
A. MARASCA G. REED
REPAIR RUNWAY
DEPRESSION
VARIES
N / A
INDEX OF DRAWINGS
REPAIR RUNWAY DEPRESSION
KEESLER AFB, MS
KEESLER AFB, MISSISSIPPI
12 JANUARY 2022
NOT TO SCALE
PROJECT LOCATION DETAILS
MAHG21-1143
NOT TO SCALE
VICINITY MAP
NOT TO SCALE
LOCATION MAP - KEESLER AIR FORCE BASE
PROJECT LOCATION
PROJECT LOCATION
K.PAHLAVAN
K.PAHLAVAN 1/12/2022 MAHG21-1143 5
T1.0 - TITLE SHEET
C1.0 - AIRFIELD DRAINAGE OVERVIEW
C2.0 - BASE BID EXCAVATION DETAILS
C3.0- BASE BID INTERNAL JOINT SEAL DETAILS
C4.0 - ALTERNATE #1 BID EXCAVATION DETAILS
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REPAIR RUNWAY
DEPRESSION
1' = 100'-0"
N/A
Feet
0 100 200
SCALE: 1" = 100'-0"
AIRFIELD DRAINAGE OVERVIEW
EXISTING 6' x 6' CONC. BOX CULVERT
(JOINTS AT APPROX. 4' SPACING)
EXISTING 72" RCP
SCALE: 1" = 100'-0"
LEGEND
SEAL APPROX. 63 JOINTS
BENEATH RUNWAY
EXISTING INLET
EXISTING MANHOLE
EXISTING
MANHOLE
EXISTING
MANHOLE
K.PAHLAVAN
K.PAHLAVAN 1/12/2022 MAHG21-1143 5
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1. CONTRACTOR ENCOURAGED TO FIELD VERIFY ALL DIMENSIONS CONTRACTOR ENCOURAGED TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BID AND START OF CONSTRUCTION. NOTIFY CONTRACTING OFFICER OF ANY CONDITIONS DETRIMENTAL TO THE COMPLETION OF THE WORK AS DESIGNED. 2. PROTECT ALL ELEMENTS TO REMAIN SUCH AS EXISTING PROTECT ALL ELEMENTS TO REMAIN SUCH AS EXISTING UTILITIES, FACILITY, ROADS, CURBS, DRIVES, SIDEWALKS, METAL CARPORTS, SOLID SOD, ETC. CONTRACTOR TO RESTORE ANY DAMAGED ELEMENTS TO THE ORIGINAL CONDITIONS. 3. CONFINE ALL WORK TO SPECIFIC AREAS AS DESIGNATED IN THE CONFINE ALL WORK TO SPECIFIC AREAS AS DESIGNATED IN THE SCOPE OF WORK AND SCHEDULE. 4. REFER TO MATERIAL SPECIFICATIONS IN SCOPE OF WORK FOR REFER TO MATERIAL SPECIFICATIONS IN SCOPE OF WORK FOR REQUIREMENTS AND APPLICATIONS. 5. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL LOCATE ALL PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL LOCATE ALL UTILITIES, ANY UTILITY ADJUSTMENTS, EXISTING OR PROPOSED, REQUIRED TO COMPLETE CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. THIS ITEM INCLUDES, BUT IS NOT LIMITED TO; THE TEMPORARY RELOCATION OF EXISTING OVERHEAD POWER LINES. ALL WORK IN THE VICINITY OF OVERHEAD POWER LINES SHALL CONFORM TO OSHA REQUIREMENTS AND ANY OTHER APPLICABLE (LOCAL) SAFETY REQUIREMENTS. THE CONTRACTOR IS TO REPAIR ANY DAMAGES TO EXISTING UTILITIES THAT ARE TO REMAIN IN SERVICE IMMEDIATELY AT NO ADDITIONAL COSTS OR EXPENSE TO THE GOVERNMENT. 6. CONTRACTOR SHALL COORDINATE ACTIVITIES THROUGHOUT THE CONTRACTOR SHALL COORDINATE ACTIVITIES THROUGHOUT THE PROJECT IN A MANNER THAT ALLOWS EMERGENCY ACCESS TO ALL EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAYS TO EMERGENCY VEHICLES RESPONSE TIMES. 7. CONTRACTOR SHALL APPOINT A CONSTRUCTION CONTRACTOR SHALL APPOINT A CONSTRUCTION SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER, WHO SHALL BE PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS WHILE JOB IS IN PROGRESS. THE SUPERINTENDENT SHALL BE DESIGNATED THE RESPONSIBLE CONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE ON A 24-HOUR BASIS. WHEN THE CONTRACTOR'S REPRESENTATIVE IS NOT AVAILABLE ON THE CONSTRUCTION SITE, AN ALTERNATIVE REPRESENTATIVE SHALL BE PROVIDED. 8. EROSION CONTROL MEASURES MUST BE IN PLACE PRIOR TO ANY EROSION CONTROL MEASURES MUST BE IN PLACE PRIOR TO ANY DISTURBANCE USING BEST MANAGEMENT PRACTICES (BMP'S). 9. EROSION CONTROL DEVICES SHALL BE USED FOR THE STAGING EROSION CONTROL DEVICES SHALL BE USED FOR THE STAGING AREA AND ANY MATERIAL STOCKPILES WHEN NECESSARY TO CONTROL EROSION AND STORMWATER RUNOFF. 10. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT ITS MOVEMENT BY WIND FORCES. 11. LIMITS OF CONSTRUCTION IS DEFINED AS THOSE AREAS LIMITS OF CONSTRUCTION IS DEFINED AS THOSE AREAS AFFECTED BY THE CONTRACTOR'S OPERATIONS INVOLVING EXCAVATION, EMBANKMENT AND FINAL GRADING REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE ELEVATIONS, GRADES AND SECTIONS SHOWN IN THESE DRAWINGS. 12. CONTRACTOR SHALL UTILIZE EROSION CONTROL DEVICES AND CONTRACTOR SHALL UTILIZE EROSION CONTROL DEVICES AND PROCEDURES AS SET FORTH IN MDOT STANDARD DETAILS, 2018 EDITION. 13. BE ADVISED THAT CONTRACTOR'S WORK MAY BE SUSPENDED BE ADVISED THAT CONTRACTOR'S WORK MAY BE SUSPENDED WHEN LIGHTNING IS WITHIN 5 MILES. 14. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS AND USACE SAFETY MANUAL EM385-1-1. 15. PLANS BASED OFF AS-BUILTS FOR STORM DRAIN LOCATIONS AND PLANS BASED OFF AS-BUILTS FOR STORM DRAIN LOCATIONS AND ELEVATIONS. IF FIELD CONDITIONS DIFFER, STOP WORK AND CONTACT CONTRACTING OFFICER. 16. SEE SPECIFICATIONS FOR CIPP LINER ASTM REFERENCES AND SEE SPECIFICATIONS FOR CIPP LINER ASTM REFERENCES AND CONSTRUCTION PROCEDURES WHICH MUST BE FOLLOWED. 17. ALL DIMENSIONS, PIPE SIZES, MANHOLE AND INLET LOCATIONS ALL DIMENSIONS, PIPE SIZES, MANHOLE AND INLET LOCATIONS MUST BE FIELD VERIFIED. ANY DIFFERENCES MUST BE REPORTED TO CONTRACT REPRESENTATIVE AND WORK MUST BE STOPPED UPON DISCOVERY.
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MAHG21-11431/12/ 2022
K.PAHLAVAN
K.PAHLAVAN
REPAIR RUNWAY DEPRESSION
N / A
N / A
EXISTING 6'x6'
CONC. BOX
CULVERT
PLAN VIEW LAYOUT
SCALE: 1" = 100'-0"
P
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O
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BACK BAY OF BILOXI
Feet
0 100 200
*NOTE: BASE BID INCLUDES DEMO
AND REPLACEMENT OF PAVEMENT
AND SUBGRADE AS SHOWN IN
SECTION A-A, AND SEAL 63 JOINTS
ALONG 250 LINEAR FEET OF
EXISTING 6'x6' CONC. BOX
CULVERT
EXISTING 6'x6'
CONC. BOX
CULVERT
DEMO 8" OF PAVEMENT AND
12" OF BASE/EXISTING
MATERIAL AND REPLACE AS
SHOWN IN SECTION A-A AND
SEAL 63 JOINTS ALONG 250
LINEAR FEET OF EXISTING
6'x6' CONC. BOX CULVERT, (BASE BID)
SECTION A - A
BASE BID
1. CONTRACTOR ENCOURAGED TO FIELD VERIFY ALL DIMENSIONS AND
CONDITIONS PRIOR TO BID AND START OF CONSTRUCTION. NOTIFY
CONTRACTING OFFICER OF ANY CONDITIONS DETRIMENTAL TO THE
COMPLETION OF THE WORK AS DESIGNED.
2. PROTECT ALL ELEMENTS TO REMAIN SUCH AS EXISTING UTILITIES,
FACILITY, ROADS, CURBS, DRIVES, SIDEWALKS, METAL CARPORTS,
SOLID SOD, ETC. CONTRACTOR TO RESTORE ANY DAMAGED
ELEMENTS TO THE ORIGINAL CONDITIONS.
3. CONFINE ALL WORK TO SPECIFIC AREAS AS DESIGNATED IN THE
SCOPE OF WORK AND SCHEDULE.
4. REFER TO MATERIAL SPECIFICATIONS IN SCOPE OF WORK FOR
REQUIREMENTS AND APPLICATIONS.
5. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL LOCATE ALL
UTILITIES, ANY UTILITY ADJUSTMENTS, EXISTING OR PROPOSED,
REQUIRED TO COMPLETE CONSTRUCTION IS THE RESPONSIBILITY OF
THE CONTRACTOR. THIS ITEM INCLUDES, BUT IS NOT LIMITED TO;
THE TEMPORARY RELOCATION OF EXISTING OVERHEAD POWER
LINES. ALL WORK IN THE VICINITY OF OVERHEAD POWER LINES
SHALL CONFORM TO OSHA REQUIREMENTS AND ANY OTHER
APPLICABLE (LOCAL) SAFETY REQUIREMENTS. THE CONTRACTOR IS
TO REPAIR ANY DAMAGES TO EXISTING UTILITIES THAT ARE TO
REMAIN IN SERVICE IMMEDIATELY AT NO ADDITIONAL COSTS OR
EXPENSE TO THE GOVERNMENT.
6. CONTRACTOR SHALL COORDINATE ACTIVITIES THROUGHOUT THE
PROJECT IN A MANNER THAT ALLOWS EMERGENCY ACCESS TO ALL
EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAYS TO
EMERGENCY VEHICLES RESPONSE TIMES.
7. CONTRACTOR IS REQUIRED TO GPS LOCATE ALL UTILITY LINES AND
APPURTENANCES IMMEDIATELY AFTER INSTALLATION FOR UPDATING
RED-LINE AS-BUILT DRAWINGS MAINTAINED ON-SITE BY
CONTRACTOR.
8. ALL CRANES COMING ON BASE MUST BE FIRST COORDINATED WITH
WITH COE/BASE TO GET FULL EXTENSION AND EXPECTED DURATION.
THIS MUST BE SUPPLIED TO THE AIRFIELD 6 WEEKS PRIOR TO
CRANE'S ARRIVAL. CONTRACTOR MUST HAVE FAA TEMPORARY
CRANE PERMIT IN HAND PRIOR TO ANY CRANE ACTIVITY.
9. CONTRACTOR SHALL APPOINT A CONSTRUCTION SUPERINTENDENT,
SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER, WHO
SHALL BE PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES
DURING WORKING HOURS WHILE JOB IS IN PROGRESS. THE
SUPERINTENDENT SHALL BE DESIGNATED THE RESPONSIBLE
CONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE ON A
24-HOUR BASIS. WHEN THE CONTRACTOR'S REPRESENTATIVE IS NOT
AVAILABLE ON THE CONSTRUCTION SITE, AN ALTERNATIVE
REPRESENTATIVE SHALL BE PROVIDED.
10. EROSION CONTROL MEASURES MUST BE IN PLACE PRIOR TO ANY
DISTURBANCE.
11. EROSION CONTROL DEVICES SHALL BE USED FOR THE STAGING AREA
AND ANY MATERIAL STOCKPILES WHEN NECESSARY TO CONTROL
EROSION AND STORMWATER RUNOFF.
12. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO
PREVENT ITS MOVEMENT BY WIND FORCES.
13. LIMITS OF CONSTRUCTION IS DEFINED AS THOSE AREAS
AFFECTED BY THE CONTRACTOR'S OPERATIONS INVOLVING
EXCAVATION, EMBANKMENT AND FINAL GRADING REQUIRED TO
COMPLETE THE WORK IN ACCORDANCE WITH THE ELEVATIONS,
GRADES AND SECTIONS SHOWN IN THESE DRAWINGS.
14. CONTRACTOR SHALL UTILIZE EROSION CONTROL DEVICES AND
PROCEDURES AS SET FORTH IN MDOT STANDARD DETAILS, 2018
EDITION.
15. BE ADVISED THAT CONTRACTOR'S WORK MAY BE SUSPENDED WHEN
LIGHTNING IS WITHIN 5 MILES.
16. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM
TO OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)
REGULATIONS AND USACE SAFETY MANUAL EM385-1-1.
17. BASE BID INCLUDES ALL WORK DETAILED ON SHEETS C2.0 AND C3.0
INCLUDING PAVEMENT AND SUBGRADE REPLACEMENT
18. ALTERNATE #1 INCLUDES ALL WORK DETAILED ON SHEET C4.0) IS
CONTINGENT ON ACHIEVING COMPACTION ON EXISTING SOIL. IF 95%
STD. PROCTOR IS NOT ACHIEVED ON THE EXISTING SOIL, ALTERNATE
1 WILL BE ADDED TO THE SCOPE OF THIS PROJECT.
2" ~ 9.5MM SURFACE COURSE
4" ~ 12.5MM BINDER COURSE
MIN. 2 LIFTS REQ'D
4" ~ 19MM BASE COURSE
MIN. 2 LIFTS REQ'D
12" ~ SIZE 610 CRUSHED LIMESTONE
COMPACTED TO 98% STD. PROCTOR
(MIN. 3~4" LIFTS)
EXISTING MATERIAL TO
BE COMPACTED TO 95%
STD. PROCTOR BEFORE
STONE IS PLACED
15"
15"
15"
15"
25'-0"
EXISTING MANHOLE
EXISTING MANHOLE
NTS
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GENERAL NOTES
REPAIR RUNWAY
DEPRESSION
N/A
N / A
6'-0" SQ.
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90 DEGREE CORNER OPTIONS
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TYPICAL 6' SQ DRAINAGE CULVERT
NOT TO SCALE
TYPICAL CROSS SECTION - HYDRATITE INTERNAL JOINT SEAL
IMAGE OF INSTALLED JOINT SEAL
HYDRATITE INTERNAL JOINT SEAL
SEE CORNER DETAILS BELOW
EXISTING BOX CULVERT
JOINT (4'-0" SPACING)
" EXTRA-WIDE
EPDM SEAL
ANCHOR CLIPS
EVENLY SPACED
K.PAHLAVAN
K.PAHLAVAN 1/12/2022 MAHG21-1143
Project includes 6'x6' culvert which require sealing as shown on sheet C3.0 Joint Seals must be manufactured.
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JOINT SEAL NOTES
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1. JOINT SEALS TO BE HYDRATECH HYDRATITE BOX CULVERT JOINT SEALS TO BE HYDRATECH HYDRATITE BOX CULVERT SEALING SYSTEM AS SHOWN THIS SHEET OR APPROVED EQUAL. 2. PROJECT INCLUDES BOTH 6'X6' AND 4'X6' BOX CULVERTS WHICH PROJECT INCLUDES BOTH 6'X6' AND 4'X6' BOX CULVERTS WHICH REQUIRE SEALING AS SHOWN ON SHEET C1.0. JOINT SEALS MUST BE MANUFACTURED FOR BOTH SIZES. 3. JOINT SEALS MUST FOLLOW MANUFACTURER'S INSTALLATION JOINT SEALS MUST FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS. ANY DEVIATION FROM MANUFACTURER'S SPECIFICATION WILL NOT BE ACCEPTED. 4. BOTH EPDM RUBBER FORMS AND STAINLESS STEEL CORNER BOTH EPDM RUBBER FORMS AND STAINLESS STEEL CORNER FORMS WILL BE ACCEPTED. CONTRACTOR TO SUBMIT PROPOSED JOINT SEALS FOR APPROVAL PRIOR TO PROJECT START DATE. SEE SPECIFICATIONS AND AF66 FOR SUBMITTALS AND TIMES. 5. INFORMATION THIS SHEET REFERS TO HYDRATITE BOX CULVERT INFORMATION THIS SHEET REFERS TO HYDRATITE BOX CULVERT SEALING SYSTEM. IF ANOTHER MANUFACTURER IS CHOSEN, ALL SUPPORTING SPECIFICATIONS AND DOCUMENTATION MUST BE SUBMITTED FOR APPROVAL BY ENGINEER.
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MAHG21-11431/12/ 2022
K.PAHLAVAN
K.PAHLAVAN
REPAIR RUNWAY DEPRESSION
N / A
N / A
EXISTING 6'x6' CONC. BOX
CULVERT
PLAN VIEW LAYOUT
SCALE: 1" = 100'-0"
P
L
O
E
S
T
I
D
R
I
V
E
BACK BAY OF BILOXI
Feet
0 100 200
EXISTING 6'x6'
CONC. BOX
CULVERT
REPLACE AS SHOWN IN
SECTION B-B
1. THIS SHEET (C4.0) INCLUDES ALL REQ'D WORK WITH ALTERNATE #1.
ALTERNATE 1 WILL ONLY BE NEEDED IF COMPACTION REQUIREMENTS
ARE NOT MET ON THE EXISTING SOIL SURFACE UNDERNEATH THE
SUBGRADE OF THE RUNWAY PAVEMENT. ALTERNATE 1 INCLUDES ALL
OF THE BASE BID ITEMS, WITH THE INCLUSION OF THE REPLACEMENT
OF ALL OF THE EXISTING FILL MATERIAL AS SHOWN IN SECTION B-B.
2. SEE MATERIAL SPECIFICATIONS IN SOW FOR SELECT FILL
REQUIREMENTS AS WELL AS COMPACTION REQUIREMENTS.
3. ALL DENSITY TESTS ARE TO BE SUBMITTED TO CONTRACTING
OFFICER FOR APPROVAL, BEFORE SUBSEQUENT LAYER MATERIAL
CAN BE PLACED.
4. ALL PAVEMENT SPECIFICATIONS FOR ALTERNATE #1 WILL REMAIN
THE SAME, WITH ADDITIONAL QUANTITY FOR THE LARGER DEMO AS
SHOWN IN SECTION B-B.
EXISTING MANHOLE
EXISTING MANHOLE
EXISTING 6'x6' CONC. BOX
CULVERT, SEAL 63 JOINTS
ALONG 250 LINEAR FEET
OF CULVERT ( BASE BID)
SELECT FILL MATERIAL, SEE SOW
FOR SPECIFICATIONS. MUST BE
COMPACTED IN MIN. 6" LIFTS
SEE DRAWING C2.0 FOR
PAVEMENT SPECIFICATIONS
45'-0"
SECTION B-B
B
B
NTS
ALTERNATE # 1
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AutoCAD SHX Text G
AutoCAD SHX Text F
AutoCAD SHX Text
ALTERNATE 1 NOTES
| T1.0 - TITLE.pdf |
| Sheets and Views |
| T1.0 |
| C1.0.pdf |
| Sheets and Views |
| C1.0 |
| C2.0.pdf |
| Sheets and Views |
| C2.0 |
| C3.0.pdf |
| Sheets and Views |
| C1.0 |
| C4.0.pdf |
| Sheets and Views |
| C2.0 |
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