Amendment_0002_Continuation_Sheet.pdf
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CONTINUATION SHEET
ATTACHMENT H - PRICE PROPOSAL FORM
For Option Item No. 8 “Alternate telecom entry into existing Building 4”:
Delete the item description paragraph (beginning with “Price for providing all work…) and replace with the following:
“Price for providing all work in connection with extending the conduits from new manhole CM1H into
Building 4, complete in accordance with the drawings and specifications. Work includes providing six conduits into Building 4, entering Room 1341, constructing a new metal stud with drywall closet in that space, demolition and repair of the existing building slab, repair of adjacent building finishes if disturbed and new finishes as required, concrete ductbank, excavation and fill, pavement and marking, and including the price for ancillary site work. Refer to the civil and telecom drawings in volume 1 ending with
‘A’ (e.g. 1T004A) for details of this option item.”
DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS
SECTION 00 01 15 LIST OF DRAWINGS
1.2 CONTRACT DRAWINGS
Add the following to the list of drawings:
DRAWING NO. NAVFAC DWG NO. TITLE
1CD110A 12781049 EXISTING CONDITIONS/DEMOLITION PLAN ‘I’ –
COMMUNICATIONS DUCTBANK
1C117A 12781050 UTILITY PLAN ‘J’ – COMMUNICATIONS DUCTBANK
1C121A 12781051 EROSION AND SEDIMENT CONTROL PLAN ‘F’, ‘G’, ‘H’, & ‘I’
1T002A 12781052 OVERALL SITE PLAN – TELECOMMUNICATIONS DUCTBANK
1T004A 12781053 BUILDING 4 SITE PLAN – TELECOMMUNICATIONS
DUCTBANK
These additional Drawings accompany this Amendment
The following drawings are revised as of 4/2/2019:
DRAWING NO. NAVFAC DWG NO. TITLE
1C117 12780800 UTILITY PLAN ‘J’ – COMMUNICATIONS DUCTBANK
1A502 12780880 FIRST FLOOR PLAN DETAILS
1A513 12780885 EXTERIOR WALL DETAILS
1A517 12780889 EXTERIOR DETAILS
1A521 12780890 ROOF DETAILS
1A522 12780891 ROOF DETAILS
These revised Drawings accompany this Amendment
DIVISION 01 GENERAL REQUIREMENTS
SECTION 01 30 01.00 22 DESIGN, PROCUREMENT, AND INSTALLATION OF FURNITURE,
FIXTURES, AND EQUIPMENT
1.3 GENERAL REQUIREMENTS: Delete the second paragraph in its entirety (beginning with “The design and documentation…”) and replace with the following:
“The design and documentation of the FF&E and A/V shall be funded as part of the base bid. The purchase and installation of the FF&E Package and A/V Package shall be funded separately as Planned
Modifications. The Government FF&E and A/V budgets on the Bid Schedule/Price Proposal Form do
NOT include the Contractor's Handling and Administration Rate (HAR). The Government estimates shall not be altered by Contractors during the bid process.”
SECTION 01 33 00a Submittal Register
Submittal Register page 76 of 111; Section 23 05 93:
For SD-07 Certificates, add a “G” to Column (f) for all SD-07 submittals.
DIVISION 23 HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)
SECTION 23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC
1.2 DEFINITIONS paragraph i. delete “5 degrees” and replace with “10 degrees”
Delete paragraph 1.4 SD-07 in its entirety and replace with the following:
“SD-07 Certificates
Independent TAB Agency and Personnel Qualifications; G
Instrument Calibration Certificates; G
TAB Firm; G
Pre-field DALT Preliminary Notification; G
Prerequisite HVAC Work Check Out List; G”
DIVISION 25 INTEGRATED AUTOMATION
SECTION 25 50 00.00 20 CYBERSECURITY OF FACILITY-RELATED CONTROL SYSTEMS
1.3.8.1 Cybersecurity Hygiene Checklist, delete “(TO DOWNLOAD THIS
FORM, SEE UFGS GRAPHICS at https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-table-con”
1.3.10.1 Inventory, delete “(
https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-table
DIVISION 28 ELECTRONIC SAFETY AND SECURITY
SECTION 28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)
2.4.1 Access Control Unit (ACU), after LNL-AL400ULX, add “and LNL - AL600ULX-4CB6”
Delete paragraphs 2.8.1, 2.8.3, and 2.8.6 in their entirety.
On NAVFAC Drawing No. 12780756 (1G002):
After drawing 1CD110, add the following row:
1CD110A 12781049 EXISTING CONDITIONS/DEMOLITION PLAN ‘I’ – COMMUNICATIONS
DUCTBANK
After drawing 1C117, add the following row:
1C117A 12781050 UTILITY PLAN ‘J’ – COMMUNICATIONS DUCTBANK
After drawing 1C121, add the following row:
1C121A 12781051 EROSION AND SEDIMENT CONTROL PLAN ‘F’, ‘G’, ‘H’, & ‘I’
On NAVFAC Drawing No. 12780757 (1G003):
After drawing 1T002, add the following row:
1T002A 12781052 OVERALL SITE PLAN – TELECOMMUNICATIONS DUCTBANK
After drawing 1T004, add the following row:
1T004A 12781053 BUILDING 4 SITE PLAN – TELECOMMUNICATIONS DUCTBANK
On NAVFAC Drawing No. 12781417 (3G003):
Add the following General Notes:
“7.1 EXISTING GATE OPERATORS THAT OPERATE EXISTING SLIDING GATES MUST BE
MAINTAINED TO BE OPERATIONAL DURING GATE RECONSTRUCTION AS MUCH AS POSSIBLE.
7.2 THE GATES, ACTIVE VEHICLE BARRIERS, AND THEIR CONTROL SYSTEMS MUST BE
OPERATIONAL AFTER EACH GATE IS RECONSTRUCTED.
7.3 CONTRACTOR MUST NOT EXPECT NAVY PERSONNEL TO MANUALLY OPERATE ANY
SLIDING GATES OR BARRIERS.
13.6 TEMPORARY FENCE MAY NOT BE FASTENED OR CONNECTED TO ANY BUILDINGS.
13.7 GAPS BETWEEN TEMPORARY FENCE AND EXISTING FENCE OR BUILDING MAY NOT
EXCEED 3 INCHES.
13.8 TEMPORARY FENCE MAY NOT BLOCK STREETS, ROADWAYS, OR OPERATIONAL VEHICLE
PATHS WITHIN THE NFPC COMPOUND.”
On NAVFAC Drawing No. 12780964 (1M606):
PRESSURE INDEPENDENT – MULTI-POSITION BASED ON CO2 Note 2: Delete “600 PPM” and replace with “1200 PPM”
Add the following table:
CONSUMPTION METER POINTS LIST
POINT
I.D. #
POINT
DESCRIPTION AI AO DI DO
ALARM
NOTES HI/LOW MAINT. FAILURE
1 GAS METER X
2 WATER METER X
ELECTRICAL
METER
X
On NAVFAC Drawing No. 12781229 (2A403):
Exterior Finish Schedule:
Delete rows for TWP-4 and TWP-5 in their entirety and replace with the following:
TWP - 4 TRANSLUCENT WALL PANEL SEE TWP SCHEDULE ON
2A601
TWP - 5 TRANSLUCENT WALL PANEL SEE TWP SCHEDULE ON
2A601
On NAVFAC Drawing No. 12781321 (2M602):
Add the following table:
CONSUMPTION METER POINTS LIST
POINT
I.D. #
POINT
DESCRIPTION AI AO DI DO
ALARM
NOTES HI/LOW MAINT. FAILURE
1 GAS METER X
2 WATER METER X
ELECTRICAL
METER
X
On NAVFAC Drawing No. 12780773 (1C005):
Standard Erosion and Sediment Control Notes: Delete Standard Erosion and Sediment Control Note 49 in its entirety and replace with the following:
“ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF AT EITHER AN APPROVED
DISPOSAL FACILITY WITH AN APPROVED AND CURRENT DEP SOIL WASTE MANAGEMENT
PERMIT OR AN APPROVED LANDFILL.”
On NAVFAC Drawing No. 12780801 (1C118):
Sequence of Construction:
Delete Sequence of Construction Note 12 in its entirety and replace with the following:
“INSTALL UNDERGROUND UTILITY SERVICE CONNECTIONS WITHIN THE O/A BUILDING
FOOTPRINT. STUB OUT ALL UTILITIES 5’ FROM BUILDING FOUNDATION.”
Delete Sequence of Construction Note 15 in its entirety and replace with the following:
“EXCAVATE AREA REQUIRED FOR INSTALLATION OF STORMWATER MANAGEMENT FACILITY
MP-2. PROVIDE TEMPORARY SUPPORT OF EXCAVATION IN ACCORDANCE WITH THE
SPECIFICATIONS AND PROVIDE INSPECTION OF EXCAVATIONS AND SOIL/GROUNDWATER
CONDITIONS THROUGHOUT INSTALLATION OF THE SMP ELEMENTS.”
Delete Sequence of Construction Note 16 in its entirety and replace with the following:
“INSTALL STORMWATER MANAGEMENT FACILITY MP-2. DO NOT INSTALL FILTER CARTRIDGES.
A LICENSED PROFESSIONAL ENGINEER OR DESIGNEE MUST BE PRESENT ON SITE DURING
THIS CRITICAL STAGE OF INSTALLATION. BACKFILL AND COMPACT EXCAVATION AROUND MP-2
UP TO THE BOTTOM ELEVATIONS OF THE INLET AND OUTLET PIPES. INSTALL 12" DIAMETER
INLET AND OUTLET PIPES THEN BACKFILL AND COMPACT REMAINING EXCAVATION AROUND
MP-2. REMOVE TEMPORARY SUPPORT OF EXCAVATION. BACKFILL EXCAVATION TO
SUBGRADE OF FINISHED PAVEMENT SECTION.”
Delete Sequence of Construction Note 17 in its entirety and replace with the following:
“INSTALL REMAINING STORM DRAIN INFRASTRUCTURE. INSTALL INLET PROTECTION ON ALL
INLETS AS SOON AS INLETS ARE INSTALLED.”
Delete Sequence of Construction Note 18 in its entirety and replace with the following:
“INSTALL REMAINING UNDERGROUND UTILITIES AND UTILITY STRUCTURES. IF UTILITY
INSTALLATION WORK CANNOT BE COMPLETED WITHIN ONE WORKING DAY, THE CONTRACTOR
MUST PROVIDE TEMPORARY FILTER SOCKS IMMEDIATELY DOWNSTREAM OF THE UTILITY
EXCAVATION.”
Add the following Sequence of Construction Notes:
“19. PERFORM FINAL GRADING OF SITE.
20. INSTALL REMAINING SITE IMPROVEMENTS AND FINISHED PAVEMENT OVER DISTURBED
AREAS AND WITHIN LIMITS OF DISTURBANCE.
21. ONCE ALL DRAINAGE AREAS HAVE BEEN PERMANENTLY STABILIZED, CLEAN ALL
SEDIMENT AND CLEAR OUT ANY DEBRIS IN THE STORM DRAIN SYSTEM AND
STORMWATER MANAGEMENT FACILITY MP-2.
22. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT
STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL
CONTACT INSPECTIONS COORDINATOR OF PWD (OFFICE: 215-685-6387) FOR A FINAL
INSPECTION PRIOR TO REMOVAL/CONVERSION OF THE E&S BMP'S.
23. INSTALL FILTER CARTRIDGES INSIDE STORMWATER MANAGEMENT FACILITY MP-2.
COORDINATE INSTALLATION OF FILTERS WITH THE PWD INSPECTOR. A LICENSED
PROFESSIONAL ENGINEER OR DESIGNEE MUST BE PRESENT ON SITE DURING THIS
CRITICAL STAGE OF INSTALLATION.
24. UPON APPROVAL FROM PWD INSPECTIONS COORDINATOR, REMOVE ALL SEDIMENT
CONTROLS.”
Erosion and Sediment Control Plan ‘A’: The plan shows compost filter sock approximately between the northeast corner of Building 592 and the western side of the rock construction entrance and located beyond the limits of disturbance. Extend the compost filter sock west terminus to the northeast corner of
Building 592 and the east terminus to the western edge of the rock construction entrance.
On NAVFAC Drawing No. 12780802 (1C119):
MP-2. PROVIDE TEMPORARY SUPPORT OF EXCAVATION IN ACCORDANCE WITH THE
A LICENSED PROFESSIONAL ENGINEER OR DESIGNEE MUST BE PRESENT ON SITE DURING
THIS CRITICAL STAGE OF INSTALLATION. BACKFILL AND COMPACT EXCAVATION AROUND MP-2
UP TO THE BOTTOM ELEVATIONS OF THE INLET AND OUTLET PIPES. INSTALL 12" DIAMETER
INLET AND OUTLET PIPES THEN BACKFILL AND COMPACT REMAINING EXCAVATION AROUND
INSTALLATION WORK CANNOT BE COMPLETED WITHIN ONE WORKING DAY, THE CONTRACTOR
20. INSTALL REMAINING SITE IMPROVEMENTS AND FINISHED PAVEMENT OVER DISTURBED
AREAS AND WITHIN LIMITS OF DISTURBANCE.
21. ONCE ALL DRAINAGE AREAS HAVE BEEN PERMANENTLY STABILIZED, CLEAN ALL
Erosion and Sediment Control Plan ‘B’: The plan shows compost filter sock approximately 32 feet south of the southeast corner of Building 592 and located beyond the limits of disturbance. Revise the compost filter sock alignment to turn northwest at a point located approximately 17 feet from the previous west terminus, then extend and terminate compost filter sock at the building edge at a point measured 19 feet west from the southeast corner of Building 592.
On NAVFAC Drawing No. 12780803 (1C120):
MP-2. PROVIDE TEMPORARY SUPPORT OF EXCAVATION IN ACCORDANCE WITH THE
A LICENSED PROFESSIONAL ENGINEER OR DESIGNEE MUST BE PRESENT ON SITE DURING
THIS CRITICAL STAGE OF INSTALLATION. BACKFILL AND COMPACT EXCAVATION AROUND MP-2
UP TO THE BOTTOM ELEVATIONS OF THE INLET AND OUTLET PIPES. INSTALL 12" DIAMETER
INLET AND OUTLET PIPES THEN BACKFILL AND COMPACT REMAINING EXCAVATION AROUND
INSTALLATION WORK CANNOT BE COMPLETED WITHIN ONE WORKING DAY, THE CONTRACTOR
20. INSTALL REMAINING SITE IMPROVEMENTS AND FINISHED PAVEMENT OVER DISTURBED
AREAS AND WITHIN LIMITS OF DISTURBANCE.
21. ONCE ALL DRAINAGE AREAS HAVE BEEN PERMANENTLY STABILIZED, CLEAN ALL
On NAVFAC Drawing No. 12780804 (1C121):
MP-2. PROVIDE TEMPORARY SUPPORT OF EXCAVATION IN ACCORDANCE WITH THE
A LICENSED PROFESSIONAL ENGINEER OR DESIGNEE MUST BE PRESENT ON SITE DURING
THIS CRITICAL STAGE OF INSTALLATION. BACKFILL AND COMPACT EXCAVATION AROUND MP-2
UP TO THE BOTTOM ELEVATIONS OF THE INLET AND OUTLET PIPES. INSTALL 12" DIAMETER
INLET AND OUTLET PIPES THEN BACKFILL AND COMPACT REMAINING EXCAVATION AROUND
INSTALLATION WORK CANNOT BE COMPLETED WITHIN ONE WORKING DAY, THE CONTRACTOR
20. INSTALL REMAINING SITE IMPROVEMENTS AND FINISHED PAVEMENT OVER DISTURBED
AREAS AND WITHIN LIMITS OF DISTURBANCE.
21. ONCE ALL DRAINAGE AREAS HAVE BEEN PERMANENTLY STABILIZED, CLEAN ALL
On NAVFAC Drawing No. 12780805 (1C122):
Delete Sequence of Construction Note 5 in its entirety and replace with the following:
“EXCAVATE AREA REQUIRED FOR INSTALLATION OF STORMWATER MANAGEMENT FACILITY
MP-3. PROVIDE TEMPORARY SUPPORT OF EXCAVATION IN ACCORDANCE WITH THE
SPECIFICATIONS AND PROVIDE INSPECTION OF EXCAVATIONS AND SOIL/GROUNDWATER
CONDITIONS THROUGHOUT INSTALLATION OF THE SMP ELEMENTS. SUPPORT EXISTING 15"
DIAMETER STORM DRAIN PIPE.”
Delete Sequence of Construction Note 6 in its entirety and replace with the following:
“PROVIDE TEMPORARY BYPASS OF STORMWATER IN EXISTING 15" STORM DRAIN PIPE
BEFORE INSTALLATION OF STORMWATER MANAGEMENT FACILITY MP-3. SUGGESTED BYPASS
SEQUENCE: PROVIDE WATERTIGHT PLUGS IN a) THE OUTGOING 15" DIAMETER PIPE OF THE FIRST UPSTREAM STORM DRAIN MANHOLE 'X' FROM MP-3, AND b) THE INCOMING 15"
DIAMETER PIPE OF THE FIRST DOWNSTREAM STORM DRAIN MANHOLE 'Y' FROM MP-3.
PROVIDE PUMP(S) TO BYPASS STORMWATER FLOW FROM MANHOLE 'X' INTO MANHOLE 'Y'.
OPERATE TEMPORARY BYPASS CONTINUOUSLY UNTIL CONSTRUCTION OF THE SMP
ELEMENTS IS COMPLETE. SUBMIT A DETAILED WORK PLAN FOR TEMPORARY BYPASS OF
STORMWATER DURING CONSTRUCTION OF THE SMP ELEMENTS TO THE CONTRACTING
OFFICER FOR APPROVAL AT LEAST FOURTEEN (14) DAYS IN ADVANCE OF STARTING
CONSTRUCTION.”
Delete Sequence of Construction Note 7 in its entirety and replace with the following:
“SAWCUT AND REMOVE PORTION OF EXISTING 15" DIAMETER STORM DRAIN PIPE NECESSARY
FOR INSTALLATION OF MP-3. INSTALL STORMWATER MANAGEMENT FACILITY MP-3. DO NOT
INSTALL FILTER CARTRIDGES. A LICENSED PROFESSIONAL ENGINEER OR DESIGNEE MUST BE
PRESENT ON SITE DURING THIS CRITICAL STAGE OF INSTALLATION. BACKFILL AND COMPACT
EXCAVATION AROUND MP-3 UP TO THE BOTTOM ELEVATION OF THE EXISTING 15" STORM
DRAIN PIPES.”
Delete Sequence of Construction Note 8 in its entirety and replace with the following:
“CONNECT MP-3 TO EXISTING 15" DIAMETER PIPES.”
Delete Sequence of Construction Note 9 in its entirety and replace with the following:
“FILL MP-3 WITH WATER AND CHECK THE SYSTEM FOR LEAKS. HOLD WATER FOR 24 HOURS
MINIMUM. REPAIR LEAKS IF ENCOUNTERED.”
Delete Sequence of Construction Note 10 in its entirety and replace with the following:
“REMOVE WATERTIGHT PLUGS IN MANHOLES 'X' AND 'Y' AND STOP TEMPORARY BYPASS OF
STORMWATER OPERATIONS.”
“11. BACKFILL AND COMPACT REMAINING EXCAVATION AROUND MP-3. REMOVE
TEMPORARY SUPPORT OF EXCAVATION. BACKFILL EXCAVATION TO SUBGRADE OF
FINISHED PAVEMENT SECTION.
12. PERFORM PAVEMENT MILLING AND OVERLAY.
13. PERFORM FINAL GRADING OF SITE.
14. INSTALL REMAINING SITE IMPROVEMENTS AND FINISHED PAVEMENT OVER DISTURBED
AREAS AND WITHIN LIMITS OF DISTURBANCE.
15. ONCE ALL DRAINAGE AREAS HAVE BEEN PERMANENTLY STABILIZED, CLEAN ALL
STORMWATER MANAGEMENT FACILITY MP-3.
16. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT
17. INSTALL FILTER CARTRIDGES INSIDE STORMWATER MANAGEMENT FACILITY MP-3.
PROFESSIONAL ENGNEER OR DESIGNEE MUST BE PRESENT ON SITE DURING THIS
18. UPON APPROVAL FROM PWD INSPECTIONS COORDINATOR, REMOVE ALL SEDIMENT
Erosion and Sediment Control Plan Building 1081 Parking Lot:
The plan shows compost filter sock on the northernmost portion of the site and located beyond the limits of disturbance. Extend the west terminus of this compost filter sock south and along the limits of disturbance approximately 41 feet and terminate, Extend the east terminus of this compost filter sock south and along the limits of disturbance/pavement mill and overlay approximately 628 feet and terminate at extent of project limits at Constitution Avenue.
The plan shows compost filter sock on the southwest portion of the site and located beyond the limits of disturbance. Extend the west terminus of this compost filter sock south and along the limits of disturbance approximately 23 feet and terminate, Extend the east terminus of this compost filter sock southeast approximately 15 feet and terminate, On NAVFAC Drawing No. 12780806 (1C123):
MP-2 Sequence of Construction:
Delete MP-2 Sequence of Construction Note 6 in its entirety and replace with the following:
“INSTALL STORMWATER MANAGEMENT FACILITY MP-2. DO NOT INSTALL FILTER CARTRIDGES.
A LICENSED PROFESSIONAL ENGINEER OR DESIGNEE MUST BE PRESENT ON SITE DURING
THIS CRITICAL STAGE OF INSTALLATION. BACKFILL AND COMPACT EXCAVATION AROUND MP-2
UP TO THE BOTTOM ELEVATIONS OF THE INLET AND OUTLET PIPES. INSTALL 12" DIAMETER
INLET AND OUTLET PIPES.”
Delete MP-2 Sequence of Construction Note 10 in its entirety and replace with the following:
“ONCE ALL DRAINAGE AREAS HAVE BEEN PERMANENTLY STABILIZED, CLEAN ALL SEDIMENT
AND CLEAR OUT ANY DEBRIS IN THE STORM DRAIN SYSTEM AND STORMWATER
MANAGEMENT FACILITY MP-2.”
Delete MP-2 Sequence of Construction Note 11 in its entirety and replace with the following:
“UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT
STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT
INSPECTIONS COORDINATOR OF PWD (OFFICE: 215-685-6387) FOR A FINAL INSPECTION PRIOR
TO REMOVAL/CONVERSION OF THE E&S BMP'S.”
Delete MP-2 Sequence of Construction Note 12 in its entirety and replace with the following:
“INSTALL FILTER CARTRIDGES INSIDE MP-2. COORDINATE INSTALLATION OF FILTERS WITH
THE PWD INSPECTOR. A LICENSED PROFESSIONAL ENGINEER OR DESIGNEE MUST BE
PRESENT ON SITE DURING THIS CRITICAL STAGE OF INSTALLATION.”
Add the following MP-2 Sequence of Construction Notes:
“13. UPON APPROVAL FROM PWD INSPECTIONS COORDINATOR, REMOVE ALL SEDIMENT
CONTROLS.
14. PREPARE CONSTRUCTION CERTIFICATION PACKAGE AND RECORD DRAWINGS FOR
ALL SMP COMPONENTS. THE CONTRACTOR MUST MAINTAIN COPIES OF ALL BOOKS,
RECORDS, AND DOCUMENTS PERTAINING TO PCSMP CONSTRUCTION FOR A PERIOD
OF FIVE YEARS FOLLOWING COMPLETION OF THE CONTRACT IN ACCORDANCE WITH
PWD STORMWATER REGULATIONS.”
On NAVFAC Drawing No. 12780807 (1C124):
MP-3 Sequence of Construction:
Delete MP-3 Sequence of Construction Note 7 in its entirety and replace with the following:
“SAWCUT AND REMOVE PORTION OF EXISTING 15" DIAMETER STORM DRAIN PIPE NECESSARY
FOR INSTALLATION OF MP-3. INSTALL STORMWATER MANAGEMENT FACILITY MP-3. DO NOT
INSTALL FILTER CARTRIDGES. A LICENSED PROFESSIONAL ENGINEER OR DESIGNEE MUST BE
PRESENT ON SITE DURING THIS CRITICAL STAGE OF INSTALLATION. BACKFILL AND COMPACT
EXCAVATION AROUND MP-3 UP TO THE BOTTOM ELEVATION OF THE EXISTING 15" STORM
DRAIN PIPES.”
Delete MP-3 Sequence of Construction Note 13 in its entirety and replace with the following:
MANAGEMENT FACILITY MP-3.”
Delete MP-3 Sequence of Construction Note 14 in its entirety and replace with the following:
“UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT
STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT
TO REMOVAL/CONVERSION OF THE E&S BMP'S.”
Delete MP-3 Sequence of Construction Note 15 in its entirety and replace with the following:
“INSTALL FILTER CARTRIDGES INSIDE STORMWATER MANAGEMENT FACILITY MP-3.
COORDINATE INSTALLATION OF FILTERS WITH THE PWD INSPECTOR. A LICENSED
PROFESSIONAL ENGNEER OR DESIGNEE MUST BE PRESENT ON SITE DURING THIS CRITICAL
STAGE OF INSTALLATION.”
Add the following MP-3 Sequence of Construction Notes:
“16. UPON APPROVAL FROM PWD INSPECTIONS COORDINATOR, REMOVE ALL SEDIMENT
CONTROLS.
17. PREPARE CONSTRUCTION CERTIFICATION PACKAGE AND RECORD DRAWINGS FOR
ALL SMP COMPONENTS. THE CONTRACTOR MUST MAINTAIN COPIES OF ALL BOOKS,
RECORDS, AND DOCUMENTS PERTAINING TO PCSMP CONSTRUCTION FOR A PERIOD
On NAVFAC Drawing No. 12781143 (2C109):
Delete Sequence of Construction Note 3 in its entirety and replace with the following:
“DEMOLISH EXISTING SITE FEATURES, UTILITIES, AND BUILDING 121 AS INDICATED ON SITE
AND UTILITY DEMOLITION PLANS.”
Delete Sequence of Construction Note 4 in its entirety and replace with the following:
“INSTALL PILES AND PILE CAPS FOR THE S/R/M BUILDING FOUNDATION.”
“INSTALL UNDERGROUND UTILITY SERVICE CONNECTIONS WITHIN THE S/R/M BUILDING
FOOTPRINT. STUB OUT ALL UTILITIES 5' FROM BUILDING FOUNDATION.”
Delete Sequence of Construction Note 7 in its entirety and replace with the following:
“CONSTRUCT S/R/M BUILDING.”
“INSTALL REMAINING UNDERGROUND UTILITIES AND UTILITY STRUCTURES, AND STORM
DRAIN INFRASTRUCTURE. DO NOT INSTALL STORMWATER MANAGEMENT FACILITY MP-1 AT
THIS TIME. INSTALL INLET PROTECTION ON ALL INLETS AS SOON AS INLETS ARE INSTALLED.
IF UTILITY INSTALLATION WORK CANNOT BE COMPLETED WITHIN ONE WORKING DAY, THE
CONTRACTOR MUST PROVIDE TEMPORARY FILTER SOCKS IMMEDIATELY DOWNSTREAM OF
THE UTILITY EXCAVATION.”
MP-1, AND MANHOLES SD2J AND SD2K. PROVIDE TEMPORARY SUPPORT OF EXCAVATION IN
ACCORDANCE WITH THE SPECIFICATIONS AND PROVIDE INSPECTION OF EXCAVATIONS AND
SOIL/GROUNDWATER CONDITIONS THROUGHOUT INSTALLATION OF THE SMP ELEMENTS.
EXISTING 24" STORM DRAIN TO REMAIN IN PLACE AND FUNCTIONAL DURING INSTALLATION OF
MP-1.”
Delete Sequence of Construction Note 11 in its entirety and replace with the following:
“INSTALL STORMWATER MANAGEMENT FACILITY MP-1. DO NOT INSTALL FILTER CARTRIDGES.
A LICENSED PROFESSIONAL ENGINEER OR DESIGNEE MUST BE PRESENT ON SITE DURING
THIS CRITICAL STAGE OF INSTALLATION. BACKFILL AND COMPACT EXCAVATION AROUND MP-1
UP TO THE BOTTOM ELEVATION OF THE EXISTING 24" STORM DRAIN PIPE.”
“PROVIDE TEMPORARY BYPASS OF STORMWATER IN EXISTING 24" STORM DRAIN PIPE
BEFORE INSTALLATION OF MANHOLES SD2J AND SD2K. SUGGESTED BYPASS SEQUENCE:
PROVIDE WATERTIGHT PLUGS IN a) THE OUTGOING 24" DIAMETER PIPE OF THE FIRST UPSTREAM STORM DRAIN MANHOLE 'S' FROM SD2J, AND b) THE INCOMING 24" DIAMETER PIPE
OF THE FIRST DOWNSTREAM STORM DRAIN MANHOLE 'T' FROM SD2K. PROVIDE PUMP(S) TO
BYPASS STORMWATER FLOW FROM MANHOLE 'S' INTO MANHOLE 'T'. OPERATE TEMPORARY
BYPASS CONTINUOUSLY UNTIL CONSTRUCTION OF THE SMP ELEMENTS IS COMPLETE.
SUBMIT A DETAILED WORK PLAN FOR TEMPORARY BYPASS OF STORMWATER DURING
CONSTRUCTION OF THE SMP ELEMENTS TO THE CONTRACTING OFFICER FOR APPROVAL AT
LEAST FOURTEEN (14) DAYS IN ADVANCE OF STARTING CONSTRUCTION.”
Delete Sequence of Construction Note 13 in its entirety and replace with the following:
“INSTALL MANHOLES SD2J AND SD2K. INSTALL 24" DIAMETER PIPES BETWEEN MANHOLES
AND MP-1, AND MANHOLE TO MANHOLE.”
“14. FILL MP-1 AND MANHOLES SD2J AND SD2K WITH WATER AND CHECK THE SYSTEM FOR
LEAKS. HOLD WATER FOR 24 HOURS MINIMUM. REPAIR LEAKS IF ENCOUNTERED.
15. REMOVE WATERTIGHT PLUGS IN MANHOLES 'S' AND 'T' AND STOP TEMPORARY
BYPASS OF STORMWATER OPERATIONS.
16. BACKFILL AND COMPACT REMAINING EXCAVATION AROUND MP-1 AND MANHOLES
SD2J AND SD2K. REMOVE TEMPORARY SUPPORT OF EXCAVATION. BACKFILL
EXCAVATION TO SUBGRADE OF FINISHED PAVEMENT SECTION.
17. PERFORM FINAL GRADING OF SITE.
18. INSTALL REMAINING SITE IMPROVEMENTS AND FINISHED PAVEMENT OVER DISTURBED
AREAS AND WITHIN LIMITS OF DISTURBANCE.
19. ONCE ALL DRAINAGE AREAS HAVE BEEN PERMANENTLY STABILIZED, CLEAN ALL
STORMWATER MANAGEMENT FACILITY MP-1.
20. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT
21. INSTALL FILTER CARTRIDGES INSIDE STORMWATER MANAGEMENT FACILITY MP-1.
22. UPON APPROVAL FROM PWD INSPECTIONS COORDINATOR, REMOVE ALL SEDIMENT
On NAVFAC Drawing No. 12781144 (2C110):
Delete Sequence of Construction Note 3 in its entirety and replace with the following:
“DEMOLISH EXISTING SITE FEATURES, UTILITIES, AND BUILDING 121 AS INDICATED ON SITE
AND UTILITY DEMOLITION PLANS.”
Delete Sequence of Construction Note 4 in its entirety and replace with the following:
“INSTALL PILES AND PILE CAPS FOR THE S/R/M BUILDING FOUNDATION.”
“INSTALL UNDERGROUND UTILITY SERVICE CONNECTIONS WITHIN THE S/R/M BUILDING
FOOTPRINT. STUB OUT ALL UTILITIES 5' FROM BUILDING FOUNDATION.”
Delete Sequence of Construction Note 7 in its entirety and replace with the following:
“CONSTRUCT S/R/M BUILDING.”
“INSTALL REMAINING UNDERGROUND UTILITIES AND UTILITY STRUCTURES, AND STORM
DRAIN INFRASTRUCTURE. DO NOT INSTALL STORMWATER MANAGEMENT FACILITY MP-1 AT
THIS TIME. INSTALL INLET PROTECTION ON ALL INLETS AS SOON AS INLETS ARE INSTALLED.
IF UTILITY INSTALLATION WORK CANNOT BE COMPLETED WITHIN ONE WORKING DAY, THE
CONTRACTOR MUST PROVIDE TEMPORARY FILTER SOCKS IMMEDIATELY DOWNSTREAM OF
THE UTILITY EXCAVATION.”
MP-1, AND MANHOLES SD2J AND SD2K. PROVIDE TEMPORARY SUPPORT OF EXCAVATION IN
ACCORDANCE WITH THE SPECIFICATIONS AND PROVIDE INSPECTION OF EXCAVATIONS AND
SOIL/GROUNDWATER CONDITIONS THROUGHOUT INSTALLATION OF THE SMP ELEMENTS.
EXISTING 24" STORM DRAIN TO REMAIN IN PLACE AND FUNCTIONAL DURING INSTALLATION OF
MP-1.”
Delete Sequence of Construction Note 11 in its entirety and replace with the following:
“INSTALL STORMWATER MANAGEMENT FACILITY MP-1. DO NOT INSTALL FILTER CARTRIDGES.
A LICENSED PROFESSIONAL ENGINEER OR DESIGNEE MUST BE PRESENT ON SITE DURING
THIS CRITICAL STAGE OF INSTALLATION. BACKFILL AND COMPACT EXCAVATION AROUND MP-1
UP TO THE BOTTOM ELEVATION OF THE EXISTING 24" STORM DRAIN PIPE.”
“PROVIDE TEMPORARY BYPASS OF STORMWATER IN EXISTING 24" STORM DRAIN PIPE
BEFORE INSTALLATION OF MANHOLES SD2J AND SD2K. SUGGESTED BYPASS SEQUENCE:
PROVIDE WATERTIGHT PLUGS IN a) THE OUTGOING 24" DIAMETER PIPE OF THE FIRST UPSTREAM STORM DRAIN MANHOLE 'S' FROM SD2J, AND b) THE INCOMING 24" DIAMETER PIPE
OF THE FIRST DOWNSTREAM STORM DRAIN MANHOLE 'T' FROM SD2K. PROVIDE PUMP(S) TO
BYPASS STORMWATER FLOW FROM MANHOLE 'S' INTO MANHOLE 'T'. OPERATE TEMPORARY
BYPASS CONTINUOUSLY UNTIL CONSTRUCTION OF THE SMP ELEMENTS IS COMPLETE.
SUBMIT A DETAILED WORK PLAN FOR TEMPORARY BYPASS OF STORMWATER DURING
CONSTRUCTION OF THE SMP ELEMENTS TO THE CONTRACTING OFFICER FOR APPROVAL AT
LEAST FOURTEEN (14) DAYS IN ADVANCE OF STARTING CONSTRUCTION.”
Delete Sequence of Construction Note 13 in its entirety and replace with the following:
“INSTALL MANHOLES SD2J AND SD2K. INSTALL 24" DIAMETER PIPES BETWEEN MANHOLES
AND MP-1, AND MANHOLE TO MANHOLE.”
“14. FILL MP-1 AND MANHOLES SD2J AND SD2K WITH WATER AND CHECK THE SYSTEM FOR
LEAKS. HOLD WATER FOR 24 HOURS MINIMUM. REPAIR LEAKS IF ENCOUNTERED.
15. REMOVE WATERTIGHT PLUGS IN MANHOLES 'S' AND 'T' AND STOP TEMPORARY
BYPASS OF STORMWATER OPERATIONS.
16. BACKFILL AND COMPACT REMAINING EXCAVATION AROUND MP-1 AND MANHOLES
SD2J AND SD2K. REMOVE TEMPORARY SUPPORT OF EXCAVATION. BACKFILL
EXCAVATION TO SUBGRADE OF FINISHED PAVEMENT SECTION.
17. PERFORM FINAL GRADING OF SITE.
18. INSTALL REMAINING SITE IMPROVEMENTS AND FINISHED PAVEMENT OVER DISTURBED
AREAS AND WITHIN LIMITS OF DISTURBANCE.
19. ONCE ALL DRAINAGE AREAS HAVE BEEN PERMANENTLY STABILIZED, CLEAN ALL
STORMWATER MANAGEMENT FACILITY MP-1.
20. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT
21. INSTALL FILTER CARTRIDGES INSIDE STORMWATER MANAGEMENT FACILITY MP-1.
22. UPON APPROVAL FROM PWD INSPECTIONS COORDINATOR, REMOVE ALL SEDIMENT
Erosion and Sediment Control Plan ‘B’:
The plan shows compost filter sock behind the curb line on Kitty Hawk Avenue on the west side of the driveway at existing Gate #3. Extend the west terminus of this compost filter sock northwest approximately 13 feet to the perimeter fence line then extend compost filter sock approximately 10 feet west and along perimeter fence line and terminate.
The plan shows compost filter sock behind the curb line on Kitty Hawk Avenue between the driveway at existing Gate #3 and the proposed driveway at Gate #2/rock construction entrance. Revise the east terminus of this compost filter sock to terminate at the front (west side) of the rock construction entrance at Gate #2.
Add compost filter sock across driveway entrance at existing Gate #3 at limits of disturbance.
Delete the rock construction entrance shown on the southwest side of the proposed S/R/M Building.
On NAVFAC Drawing No. 12781145 (2C111):
MP-1 Sequence of Construction:
Delete MP-1 Sequence of Construction Note 7 in its entirety and replace with the following:
“INSTALL STORMWATER MANAGEMENT FACILITY MP-1. DO NOT INSTALL FILTER CARTRIDGES.
A LICENSED PROFESSIONAL ENGINEER OR DESIGNEE MUST BE PRESENT ON SITE DURING THIS
CRITICAL STAGE OF INSTALLATION. BACKFILL AND COMPACT EXCAVATION AROUND MP-1 UP
TO THE BOTTOM ELEVATION OF THE EXISTING 24" STORM DRAIN PIPE.”
Delete MP-1 Sequence of Construction Note 14 in its entirety and replace with the following:
MANAGEMENT FACILITY MP-1.”
Delete MP-1 Sequence of Construction Note 15 in its entirety and replace with the following:
UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT
STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT
TO REMOVAL/CONVERSION OF THE E&S BMP'S.
Delete MP-1 Sequence of Construction Note 16 in its entirety and replace with the following:
INSTALL FILTER CARTRIDGES INSIDE STORMWATER MANAGEMENT FACILITY MP-1.
COORDINATE INSTALLATION OF FILTERS WITH THE PWD INSPECTOR. A LICENSED
PROFESSIONAL ENGINEER OR DESIGNEE MUST BE PRESENT ON SITE DURING THIS CRITICAL
STAGE OF INSTALLATION.
Add the following MP-1 Sequence of Construction Notes:
“17. UPON APPROVAL FROM PWD INSPECTIONS COORDINATOR, REMOVE ALL SEDIMENT
CONTROLS.
18. PREPARE CONSTRUCTION CERTIFICATION PACKAGE AND RECORD DRAWINGS FOR
ALL SMP COMPONENTS. THE CONTRACTOR MUST MAINTAIN COPIES OF ALL BOOKS,
RECORDS, AND DOCUMENTS PERTAINING TO PCSMP CONSTRUCTION FOR A PERIOD
On NAVFAC Drawing No. 12781449 (3C505):
Detail D1, add Note 3) as follows:
“3) THE DIMENSION INDICATED IN THE TABLE FOR THE GATE OPENING IS THE MINIMUM
CLEAR DISTANCE AND MUST BE MAINTAINED THROUGH THE OPENING IN THE FENCE,
BETWEEN THE BOLLARDS, ACROSS THE ACTIVE VEHICLE BARRIERS, AND BETWEEN ALL
OTHER APPURTENANCES.”
On NAVFAC Drawing No. 12780821 (1S001):
DELEGATED DESIGN notes, under note 1, delete note H.
On NAVFAC Drawing No. 12780834 (1S205):
On Elevation D3, add “HSS8X8X5/16” to each of the three posts.
On Elevation B1, add “HSS8X8X5/16” to each of the four posts.
On Elevation B4, add “HSS8X8X5/16” to each of the three posts.
On Elevation A1, add “HSS8X8X5/16” to each of the three posts.
On NAVFAC Drawing No. 12780835 (1S401):
Delete “HSS 8x8 POST (TYPICAL OF 4)” and replace with “HSS 8X8X5/16 POST (TYPICAL OF 4)”.
On NAVFAC Drawing No. 12781162 (2S001):
CONCRETE notes, under note 6, add the following:
“iii. TOP COVER FOR INTERIOR 18” FLOOR SLAB 1 1/2”
iiii. TOP COVER FOR TRUCK AREA 12” FLOOR SLAB 1 1/2””
On NAVFAC Drawing No. 12781163 (2S002):
DELEGATED DESIGN notes, under note 1, delete note G.
On NAVFAC Drawing No. 12781175 (2S107):
At loading dock, delete “12” CONCRETE SLAB” and replace with “CONCRETE SLAB”.
On NAVFAC Drawing No. 12780853 (1A111):
Provide 24” X 48” Acoustical Panel Ceiling in Elevator Machine Room 101.
On NAVFAC Drawing No. 12780873 (1A411):
On Elevation D1, delete “PTB-1” and replace with “CWT-1”.
On Elevation C1, delete “PTB-1” and replace with “CWT-1”.
On Elevation B1, delete “PTB-1” and replace with “CWT-1”.
On NAVFAC Drawing No. 12780918 (1I601):
At INTERIOR – FINISH SCHEDULE, Storage Room Number 107, delete “CPT-1” under floor finish and replace with “RF-1”.
At INTERIOR – FINISH SCHEDULE, Storage Room Number 234, delete “CPT-1” under floor finish and replace with “RF-1”.
On NAVFAC Drawing No. 12780972 (1E102):
Delete sheet keynote #1 in its entirety and replace with the following:
“PROVIDE (2) #4 AND #4 GROUND IN 1” DIRECT BURIED SCHEDULE 80 PVC CONDUIT. REFER
TO DETAIL A3/1E611 (TYPICAL).”
On NAVFAC Drawing No. 12780976 (1E202):
Delete lighting fixture Type D1 at the following locations and replace with lighting fixture Type D2 in the following locations: Electrical Room 125, IT Room 120, IT Room 126, IT Room 104, Water Room 127 and Electrical Room 213.
On NAVFAC Drawing No. 12780979 (1E302):
At Breakroom 211, delete Keynote #7 adjacent to the counter duplex receptacles and replace in same location with Keynote #5. These counter receptacles are for microwaves.
On NAVFAC Drawing No. 12780981 (1E304):
At column line 4, delete the four (4) motor rated switch symbols.
On NAVFAC Drawing No. 12780985 (1E501):
At One Line Diagram, delete jockey pump tap within fire pump enclosure and replace tap ahead of the fire pump controller.
Add Keynote #3 to plan and reference keynote adjacent to elevator enclosed circuit breaker. Add Keynote #3 as follows:
“SHUNT TRIP ENCLOSED CIRCUIT BREAKER.”
On NAVFAC Drawing No. 12780986 (1E601):
At Luminaire Plate XL-03 ‘LED Area Luminaire’, delete Luminaire Requirements Note #7 in its entirety.
At Luminaire Plate XL-03 ‘LED Area Luminaire’, delete Luminaire Requirements Note #8 in its entirety and replace with the following:
“CONTROLS – INTEGRAL MOTION SENSOR, DIMMING CONTROLS, AND AUTOMATIC PROFILING.
DIMMING TO 50% OF FIXTURE OUTPUT BETWEEN 11PM-6AM. WHEN ACTIVITY IS DETECTED,
FIXTURE REMAINS AT FULL OUTPUT UNTIL NO MOTION IS DETECTED FOR 15 MINUTES AND
THEN RETURNS TO PROFILE DIMMING.”
On NAVFAC Drawing No. 12780994 (1E610):
At Grounding Riser Diagram, delete ‘NEUTRAL CONDUCTOR 1 #3/0 (3 sets)’ in its entirety and replace with the following:
“NEUTRAL CONDUCTOR 1 600 KCMIL (3 SETS).”
At Grounding Riser Diagram, delete the second ‘2 FT. Ground BUS BAR RM IT 126’ in its entirety and replace with the following:
“2 FT. GROUND BUS BAR RM IT 212.”
At Grounding Riser Diagram, at ‘WATER PIPE GROUNDING ELECTRODE #6AWG BSCD 250.52(1) SIZED PER 250.66(A)’ add the following:
“EXTEND GROUNDING ELECTRODE CONDUCTOR TO BOTH INCOMING DOMESTIC WATER
SERVICE AND INCOMING FIRE WATER SERVICE.”
On NAVFAC Drawing No. 12781004 (1E702):
At Switchboard MDP schedule, delete circuit #7 frame size and trip size. Replace frame and trip size with “250A.”
At Feeder Schedule Feeder #3, delete the circuit breaker rating in its entirety and replace with the following:
“250A”
On NAVFAC Drawing No. 12781006 (1E704):
At Panel P1C Schedule, delete circuit breakers at circuits 25, 26, 27, 28, 29 and 30. Provide 20-amp, single-pole circuit breaker at circuits 25, 26, 27, 28, 29 and 30.
On NAVFAC Drawing No. 12781011 (1E709):
Add Keynote #1 as follows:
LOCK-ON CIRCUIT BREAKER
Add Keynote #1 at the following panels/branch circuits:
Panel IT104 Circuit #2 and Circuit #4; Panel IT213 Circuit #1 and Circuit #3; and Panel IT126 Circuit #5, Circuit #8, Circuit #10 and Circuit #12.
On NAVFAC Drawing No. 12781330 (2E102):
Delete the following text at Keynote #1 “…AND CONNECTED TO PANELBOARD LP1.”
On NAVFAC Drawing No. 12781333 (2E202):
At Vestibule 131, delete lighting fixture type M2 and replace in same location with lighting fixture type N2.
On NAVFAC Drawing No. 12781344 (2E402):
At Enlarged Floor Plan A3, delete power connection for 2FPP-4 at Fire Pump Room 107 and add power connection for 2FPP-4 at Compressor Room 108. Maintain the same branch circuit assignment.
On NAVFAC Drawing No.12781360 (2E704):
Add Keynote #1 as follows:
“LOCK-ON CIRCUIT BREAKER”
Add Keynote #1 at the following panels/branch circuits:
Panel IT111 Circuit #9 and Circuit #11.
On NAVFAC Drawing No. 12781048 (1TY601):
On Detail A1, delete “(x4)” from the POE SINGLE PORT INJECTORS in Room 126.
On NAVFAC Drawing No. 12781394 (2TY601):
In the ELECTRONIC SECURITY DEVICE SCHEDULE, delete “D3100” from the MODEL column and replace with “D1300”
On Detail D3:
In Room 111 on LENEL AL600ULX-4CB6, delete “D3100”, replace with “D1300” and add additional “D1300” In Room 114 on LENEL AL400ULX, add “LENEL 1100” In Room 114 on LENEL AL600ULX-4CB6, delete “LENEL 1100”
On Detail A1:
In Room 111, delete “POE PTZ CAMERA POWER SUPPLY (x2)” and replace with “POE SINGLE
PORT INJECTORS”
In Room 114, delete “ESS POE SWITCH” and replace with “POE ESS SWITCH” In Room 117, delete “POE PTZ PORT INJECTORS” and replace with “POE SINGLE PORT
INJECTORS”
On NAVFAC Drawing No. 12781465 (3TY501):
On Detail D1:
In LENEL ENCLOSURE IN S/R/M ROOM 111, delete “D3100” and replace with “D1300” Delete two instances of “OUTDOOR” and replace with “UNDERGROUND”
File details come from the government source that posted it.