ATTACHMENT B - CEP200-1695588-DRAWINGS.pdf
PDF 15 MB Posted
- Solicitation number
- N40085-23-R-2799
About this file
This file is an attachment to a federal solicitation for horizontal encapsulation services. The Department of the Navy Naval Facilities Engineering Command is seeking proposals to install a horizontal coat encapsulation system at the CEP-200 facility under solicitation number N40085-23-R-2799. The 15MB PDF file contains drawings related to the required project scope, which involves encapsulating portions of the facility to prevent water intrusion. Offerors should review the drawings to understand the specific areas and aspects of the building that require treatment. Proposals are due by the date specified in the solicitation document. The contract will be awarded on a best-value basis to a responsible offeror whose proposal meets the solicitation requirements and provides the greatest overall benefit to the government.
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NAVAL STATION - NORFOLK, VIRGINIA
NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND MID~ATLANTIC
PUBLIC WORKS DEPARTMENT
FACILITIES ENGINEERING AND ACQUISITION DIVISION
NORFOLK, VIRGINIA
06/22/2023
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
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DRAWFORM REVISION: 25 AUGUST 2020
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C O V E R S H E E T
ALP
12,886,382
RLC RLC
03/30/2023
DANA WEST - MARMC
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S.M. SWEENEY, P.E.
AMANDA PILLO, R.A.
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BUILDING CEP-200
INSTALL HORIZONTAL COAT (WTD) ENCAPSULATION SYSTEM
S Y
M D
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C R
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D A
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A
P P
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WILLOUGHBY BAY
NAVAL SUPPORT
ACTIVITY
U.S. NAVAL STATION
SEWELLS POINT
NORFOLK
U.S. NAVAL
AIR STATION
CHESAPEAKE BAY
LITTLE CREEK
U.S. NAVAL
AMPHIBIOUS BASE
VA BEACH
OCEANA
NAVAL AIR
STATION
CHESAPEAKE
SOUTHERN BRANCH
EASTERN BRANCH
ST. JULIEN'S CREEK
U.S. NAVAL ANNEX
ELIZABETH RIVER
PORTSMOUTH
U.S. ARMY CRANEY
ISLAND DISPOSAL AREA
NANSEMOND RIVER
WESTERN BRANCH
CRANEY
ISLAND NAVY
DEPOT
PROJECT SITE
NORTH
ROOM
ROOM IDENTIFIER
DETAIL NUMBER
SHEET WHERE DRAWN
DETAIL TAG
ROOM NAME
ROOM NUMBER
A-401 INTERIOR ELEVATION
INDICATOR
INTERIOR ELEVATION NUMBER
SHEET WHERE DRAWN
DETAIL NUMBER
SHEET REFERENCED FROM
A1 A-301
WALL / PARTIAL
BUILDING SECTION
INDICATOR
SECTION NUMBER
SHEET WHERE DRAWN
GENERAL PROJECT SYMBOLS
KEYNOTE INDICATOR
KEYNOTE NUMBER
A-901 PHOTOGRAPH
INDICATOR
PHOTOGRAPH NUMBER
SHEET WHERE SHOWN
A1
PLAN
NORTH
TRUE NORTH
A-501
A1
A1
A1
A1
VIEW TITLE
SCALE: 1/8" = 1'-0" (A-101)
PLAN TITLE
SCALE: 1/8" = 1'-0"
A1
4' 8' 16'0'
GRAPHIC SCALE
4' 8' 16'0'
GRAPHIC SCALE
NORTH
B AVENUE
CEP-200
CEP
CEP
CEP-156
Z-140
CEP-201
CD-1
COLD STORAGE ROAD
ADMIRAL TAUSSIG BLVD.
PARKING
PIER 5
PIER 4
PIER 3
PIER 2
PARKING
PIER 6
PARKING
GATE 1
GATE 2
GATE 5
PARKING
H A
M P
T O
N B
LV
D
3RD STREET
A AVENUE
R
D S
T R
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D S
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PROJECT SITE
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
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P A
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M E
N T
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DRAWFORM REVISION: 25 AUGUST 2020
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FIRE PROTECTION
N A V A L F A C
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LIST OF SHEETS
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
GENERAL
1 GI001 12,886,382 COVER SHEET
2 GI002 12,886,383 LIST OF SHEETS, GENERAL PROJECT NOTES AND SYMBOLS
3 GI101 12,886,384 LIFE SAFETY PLAN
CIVIL
4 C-001 12,886,385 CIVIL NOTES, LINE TYPES, LEGEND & ABBREVIATIONS
5 CD101 12,886,386 CIVIL DEMOLITION PLAN - VIRGINIA AVENUE
6 CD102 12,886,387 CIVIL DEMOLITION PLAN - ESCORT AVENUE
7 CS101 12,886,388 CIVIL SITE PLAN - VIRGINIA AVENUE
8 CS102 12,886,389 CIVIL SITE PLAN - ESCORT AVENUE
9 C-501 12,886,390 CIVIL DETAILS
10 C-502 12,886,391 PARTIAL PLAN VIEWS & DETAILS
ARCHITECTURE
11 A-001 12,886,392 ARCHITECTURAL SYMBOLS, ABBREVIATIONS, AND NOTES
12 A-002 12,886,393 OVERALL FIRST FLOOR PLAN
13 AD101 12,886,394 PARTIAL FIRST FLOOR PLAN - DEMOLITION
14 AD102 12,886,395 PARTIAL REFLECTIVE CEILING PLAN - DEMOLITION
15 AD103 12,886,396 PARTIAL ROOF PLAN AND SECTIONS - DEMOLITION
16 AD301 12,886,397 SECTION - DEMOLITION
17 AD401 12,886,398 INTERIOR ELEVATION - DEMOLITION
18 AD901 12,886,399 REFERENCE PHOTOS
19 AD902 12,886,400 REFERENCE PHOTOS
20 AE101 12,886,401 PARTIAL FIRST FLOOR PLAN
21 AE102 12,886,402 PARTIAL REFLECTIVE CEILING PLAN
22 AE103 12,886,403 PARTIAL ROOF PLAN
23 AE301 12,886,404 WALL SECTIONS
24 AE501 12,886,405 DETAILS
25 AE601 12,886,406 DOOR SCHEDULE AND DETAILS
FIRE PROTECTION
26 FD101 12,886,407 PARTIAL FIRST FLOOR PLAN - DEMOLITION
27 FA101 12,886,408 PARITIAL FLOOR PLAN - FIRE ALARM
28 FX101 12,886,409 PARTIAL FLOOR PLAN - FIRE SUPPRESSION
MECHANICAL
29 M-001 12,886,410 MECHANICAL LEGEND, ABREVIATIONS AND NOTES
30 MD101 12,886,411 PARTIAL FIRST FLOOR PLAN - DEMOLITION
31 ME101 12,886,412 PARTIAL FIRST FLOOR PLAN - NEW WORK
32 ME601 12,886,413 DETAILS
ELECTRICAL
33 E-001 12,886,414 ELECTRICAL SYMBOLS, LEGEND, ABBREVIATIONS, AND NOTES
34 E-002 12,886,415 OVERALL FLOOR PLAN
35 ES101 12,886,416 ELECTRICAL SITE PLAN
36 ES501 12,886,417 ELECTRICAL SITE DETAILS
37 ES601 12,886,418 ONE-LINE DIAGRAMS
38 ES701 12,886,419 FEEDER SCHEDULE
39 ED401 12,886,420 ENGLARGED FIRST FLOOR PLAN - LIGHTING DEMOLITION
40 ED402 12,886,421 ENLARGED FIRST FLOOR PLAN - POWER DEMOLITION
41 ED403 12,886,422 ENLARGED FIRST FLOOR PLAN - POWER DEMOLITION
42 ED701 12,886,423 PANELBOARD SCHEDULES - EXISTING
43 EL401 12,886,424 ENLARGED FIRST FLOOR PLAN - LIGHTING
44 EL501 12,886,425 LUMINAIRE SCHEDULE AND DETAILS
45 EP401 12,886,426 ENGLARGED FIRST FLOOR PLAN - POWER
46 EP701 12,886,427 PANELBOARD SCHEDULES
VICINITY MAP GENERAL PROJECT NOTES GOVERNING REGULATIONS
LOCATION MAP
BUILDING CODE:
UNIFIED FACILITIES CRITERIA (UFC) 1-200-01 (01 SEPT 2022)
INTERNATIONAL BUILDING CODE (IBC) 2021
ACCESSIBILITY CODE:
ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS (2015)
MECHANICAL CODE:
INTERNATIONAL MECHANICAL CODE (IMC) 2018
ELECTRICAL CODE:
NFPA 70, NATIONAL ELECTRIC CODE (NEC) 2020
PLUMBING CODE:
INTERNATIONAL PLUMBING CODE (IPC) 2018
FIRE PREVENTION & LIFE SAFETY CODE:
NFPA 101, LIFE SAFETY CODE, 2021
UNIFIED FACILITIES CRITERIA (UFC) 3-600-01 FIRE PROTECTION ENGINEERING
FOR FACILITIES, WITH CHANGE 6 (06 MAY 2021)
UNIFIED FACILITIES CRITERIA (UFC) 4-021-01 MASS NOTIFICATION SYSTEMS, WITH
CHANGE 1 (09 AUG 2010)
NFPA 13, STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS, 2019
NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE, 2019
1 ALL ITEMS INDICATED TO BE REMOVED MUST BE DISPOSED OF OFF SITE.
2 WHERE EXISTING CONSTRUCTION IS DAMAGED BY CONSTRUCTION
REQUIRED BY THESE DOCUMENTS. REPAIR THE DAMAGED ITEM(S) WITH
MATERIALS TO MATCH THE ADJACENT MATERIAL, TEXTURE AND COLOR.
3 VERIFY ALL FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING
WITH THE WORK. DIMENSIONS FOR EXISTING WORK ARE INDICARED AS "±".
ALL DISCREPANCIES MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF
THE CONTRACTING OFFICER IN WRITING.
4 ALL ITEMS MUST BE NEW AND PROVIDED BY THE CONTRACTOR UNLESS
SPECIFICALLY NOTED AS EXISTING OR AS PROVIDED BY THE GOVERNMENT.
5 COORDINATE LAY DOWN AREA WITH THE CONTRACTING OFFICER PRIOR TO
THE PRECONSTRUCTION MEETING. THE ALLOWABLE AREA SIZE MUST BE
ESTABLISHED BY THE CONTRACTING OFFICER.
6 MANUFACTURER'S TRADE NAMES LISTED ARE NOT INTENDED TO BE
PROPRIETARY. PRODUCTS OF OTHER MANUFACTURERS WILL BE
ACCEPTABLE PROVIDED THEY MATCH THE COLOR, FINISHES, TEXTURES AND
PATTERNS OF THE MANUFACTURER LISTED, AND MEET THE TECHNICAL
REQUIREMENTS OF THE SPECIFICATIONS.
7 OBSERVE AND MAINTAIN BUILDING AND COMPOUND SECURITY
REQUIREMENTS AS DIRECTED BY THE CONTRACTING OFFICER.
8 CONSTRUCTION WILL BE ACCOMPLISHED IN AND AROUND AREAS WHICH
WILL REMAIN OPERATIONAL. AVOID INTERFERENCE WITH THE OPERATIONAL
WORK ROUTINE. PROVIDE TEMPORARY DUST PROOF BARRIERS BETWEEN
PORTIONS OF THE WORK AND THE ADJACENT OCCUPIED AREAS.
9 ALL SUBMITTALS REQUIRED BY THESE DRAWINGS OR SPECIFICATIONS MUST
BE SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO
COMMENCEMENT OF RELATED WORK.
10 STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER, AND
AT ONCE, REPORT TO THE CONTRACTING OFFICER ANY ERRORS,
INCONSISTENCES, OR OMMISSIONS DISCOVERED. ANY CONSTRUCTION
ACTIVITY PERFORMED KNOWING IT INVOLVES A RECOGNIZED ERROR,
INCONSISTENCY OR OMISSION IN THE CONTACT DOCUMENTS WITHOUT SUCH
NOTICE TO THE CONTRACTING OFFICER, THE CONTRACTOR WILL ASSUME
RESPONSIBILITY FOR SUCH PERFORMANCE AND WILL BEAR THE AMOUNT OF
THE COST OF THE CONSTRUCTION.
11 A HAZARDOUS SURVEY WAS NOT PERFORMED FOR THIS PROJECT. CEP-200
WAS CONSTRUCTED IN 1980/1981 AND SHOULD NOT CONTAIN ASBESTOS OR
LEAD BASED PAINT CONTAINING MATERIALS (ASBESTOS AND LEAD BASED
PAINT IN CONSTRUCTION WAS BANNED IN 1978), HOWEVER THE POSSIBILITY
EXISTS THAT ASBESTOS AND LEAD BASED PAINT CONTAINING MATERIALS
MAY HAVE BEEN USED DURING REPAIRS. WHILE NOT ANTICIPATED TO BE
PRESENT, ABATE HAZARDOUS MATERIALS IF FOUND.
12 PERFORM SELECTIVE DEMOLITION IN A MANNER AND USE EQUIPMENT THAT
WILL MINIMIZE NOISE AND VIBRATION IN THE EXISTING BUILDING. INCLUDING
BUT NOT LIMITED TO PROPER SHORING AND SEPERATION.
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A
P
A
A
B
B
A B
FE
MTD=91' - 2"
MTD=80' - 11"
2 HOUR FIRE WALL
SYMBOL DESCRIPTION
MAXIMUM TRAVEL DISTANCE
MTD = X'-XX"
BUILDING CODE AND LIFE SAFETY
NOTES:
1. DOOR COATING PROCESS (WTD) IS BEING LOCATED IN EXISTING SPRAY
POWER COATING AREA WHERE CONSIDERED TO BE WITHIN
UNSEPARATED, MIXED USE OCCUPANCY AREA CONSISTING OF FACTORY
GROUP F-1 (INDUSTRIAL) AND GROUP B (BUSINESS) OCCUPANCIES.
2. IN ACCORDANCE WITH NFPA 33, RENOVATION WILL BE DESIGNED TO BE
SEPARATED FROM THE REMAINDER OF THE BUILDING BY 2-HOUR FIRE
BARRIER IN ACCORDANCE WITH NFPA 33 SECTION 15.4 AND 4.1
3. NFPA 33:
15.4 Location.
Powder coating operations shall be confined to enclosures that are located in accordance with Chapter 4.
4. 4.1* Location of Spray Application Operations.
Spray application operations and processes shall be located in industrial occupancies as defined by NFPA 5000 and shall be confined to spray booths, spray rooms, spray areas, or in temporary membrane enclosures as defined in this standard.
4.1.1* Locations in Other Occupancies.
Spray application operations and processes shall not be conducted in any building that is classified as an assembly, an educational, a day care, a health care, an ambulatory health care, a detention/correctional, a residential, a mercantile, a business, or a storage occupancy, unless the following requirements are met:
(1)The spraying is located in a room that is separated both vertically and horizontally from all surrounding areas by construction having a fire resistance rating of not less than 2 hours or in a spray room (see Section 5.2).
(2)The room is protected by an approved automatic sprinkler system designed and installed in accordance with NFPA 13.
5. WITH PROVIDED FIRE RATED SEPARATION, WTD ENCLOSURE CAN BE
CONSIDERED SEPARATED OCCUPANCY PER INTERNATIONAL BUILDING
CODE AND NFPA 101.
6. EMERGENCY LIGHTING AND EGRESS LIGHTING IS REQUIRED AND
THEREFORE PROVIDED.
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
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LIFE SAFETY LEGEND
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GENERAL NOTES (ALL SHEETS) LEGENDCIVIL ABBREVIATIONS:
SILT/SEDIMENT FENCESFINLET PROTECTIONIP
IP
SF
AutoCAD SHX Text
MIDLANT - PWD NORFOLK
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NAVAL STATION - NORFOLK, VA
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NAVAL STATION
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NORFOLK, VA
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DANA WEST - MARMC
AutoCAD SHX Text 03/30/2023
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RICHARD CORBIN
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S.M. SWEENEY, P.E.
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CIVIL NOTES, LINE TYPES, LEGEND & ABBREVIATIONS
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CEV
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CEV
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JDB
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AS NOTED
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WHW
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DEPARTMENT OF THE NAVY
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SCALE:
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CONSTR. CONTR. NO.
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SHEET
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NAVFAC DRAWING NO.
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NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND
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DES
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DRW
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SYM
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DESCRIPTION
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DATE
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APPR
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DRAWFORM REVISION: 25 AUGUST 2020
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CHK
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SATISFACTORY TO DATE
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APPROVED
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ACTIVITY
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FOR COMMANDER NAVFAC
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SEAL
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A/E INFO
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OF
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EPROJECT NO.
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PM/DM
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BRANCH MANAGER
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CHIEF ENG/ARCH
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FIRE PROTECTION
AutoCAD SHX Text A. UTILITY INFORMATION ON THESE DRAWINGS IS FROM BEST AVAILABLE RECORDS AND SURFACE UTILITY INFORMATION ON THESE DRAWINGS IS FROM BEST AVAILABLE RECORDS AND SURFACE OBSERVATIONS AND DOES NOT GUARANTEE THE EXISTENCE/NON-EXISTENCE, SIZE, TYPE OR LOCATION OF UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR LOCATION OF UTILITIES. B. PRIOR TO EXCAVATION, CONTACT MISS UTILITY OF VIRGINIA (TELEPHONE#: 811) TO HAVE THE EXISTING PRIOR TO EXCAVATION, CONTACT MISS UTILITY OF VIRGINIA (TELEPHONE#: 811) TO HAVE THE EXISTING UNDERGROUND LINES MARKED ON THE GROUND SURFACE IN THE AREAS OF CONSTRUCTION. C. COMPLY WITH THE PROVISIONS OF THE "VIRGINIA UNDERGROUND UTILITY DAMAGE PREVENTION ACT" COMPLY WITH THE PROVISIONS OF THE "VIRGINIA UNDERGROUND UTILITY DAMAGE PREVENTION ACT" (SECTION 56-265.14 ET. SEQ., CODE OF VIRGINIA, 1950, AMENDED). D. PROVIDE SMOOTH AND GRADUAL GRADE TRANSITIONS WITH NO SHARP OR ABRUPT CHANGES UNLESS PROVIDE SMOOTH AND GRADUAL GRADE TRANSITIONS WITH NO SHARP OR ABRUPT CHANGES UNLESS OTHERWISE NOTED. E. GRADE DISTURBED AREAS TO PROMOTE POSITIVE DRAINAGE. GRADE DISTURBED AREAS TO PROMOTE POSITIVE DRAINAGE. F. SEED/SOD GRASS AREAS DISTURBED BY CONSTRUCTION ACTIVITIES AND ESTABLISH ADEQUATE SEED/SOD GRASS AREAS DISTURBED BY CONSTRUCTION ACTIVITIES AND ESTABLISH ADEQUATE VEGETATIVE COVER, UNLESS OTHERWISE NOTED. G. BEGIN EARTHWORK ACTIVITIES ONLY AFTER SOIL EROSION DEVICES ARE IN-PLACE. SOIL EROSION BEGIN EARTHWORK ACTIVITIES ONLY AFTER SOIL EROSION DEVICES ARE IN-PLACE. SOIL EROSION DEVICES MUST INCLUDE, BUT ARE NOT LIMITED TO, CONSTRUCTION ENTRANCE, SILT FENCE, AND INLET PROTECTION. ENSURE THAT NO OFFSITE SEDIMENT LOSS OCCURS. H. PROVIDE BITUMINOUS CONCRETE PAVEMENT AND CONCRETE PAVEMENT IN ACCORDANCE WITH THE VDOT PROVIDE BITUMINOUS CONCRETE PAVEMENT AND CONCRETE PAVEMENT IN ACCORDANCE WITH THE VDOT ROAD AND BRIDGE STANDARDS, LATEST EDITION, UNLESS OTHERWISE NOTED. I. PROPERLY STOCKPILE SOIL THAT IS EXCAVATED AND REUSED TO PREVENT OFFSITE SEDIMENT LOSS. PROPERLY STOCKPILE SOIL THAT IS EXCAVATED AND REUSED TO PREVENT OFFSITE SEDIMENT LOSS. J. STRIP AND STOCKPILE TOPSOIL WITHIN THE LIMITS OF NEW PAVEMENT AREAS. ASSUME 8" TOPSOIL STRIP AND STOCKPILE TOPSOIL WITHIN THE LIMITS OF NEW PAVEMENT AREAS. ASSUME 8" TOPSOIL THICKNESS. DISPOSE OF UNACCEPTABLE EXCAVATED MATERIALS OFF OF GOVERNMENT PROPERTY. K. ASSUME THAT THE WATER TABLE ELEVATION AT THE PROJECT SITE IS 4 FEET BELOW EXISTING GRADE. ASSUME THAT THE WATER TABLE ELEVATION AT THE PROJECT SITE IS 4 FEET BELOW EXISTING GRADE. L. CLEAN UP FUEL SPILLED AND/OR PROVIDE REMEDIATION OF SOIL OR GROUNDWATER RESULTING FROM CLEAN UP FUEL SPILLED AND/OR PROVIDE REMEDIATION OF SOIL OR GROUNDWATER RESULTING FROM A FUEL SPILL AT NO ADDITIONAL COST TO THE GOVERNMENT. M. AN ENVIRONMENTAL ASSESSMENT OF THE SOIL OR GROUNDWATER HAS NOT BEEN PERFORMED ON THE AN ENVIRONMENTAL ASSESSMENT OF THE SOIL OR GROUNDWATER HAS NOT BEEN PERFORMED ON THE SITE BY THE GOVERNMENT. SUBSURFACE SOIL AND GROUNDWATER ARE POTENTIALLY CONTAMINATED WITH PETROLEUM HYDROCARBONS AND MAY REQUIRE SPECIAL HANDLING. PETROLEUM CONTAMINATED SOIL REMOVED FROM AN EXCAVATION CAN BE USED AS BACKFILL IN THE SAME EXCAVATION PROVIDED THE SOIL IS NOT SATURATED WITH PETROLEUM (E.G. WHEN THE SOIL IS SQUEEZED, OIL DRIPS OUT). EXCAVATED SOILS THAT ARE FOUND TO BE SATURATED WITH PETROLEUM MUST BE HAULED TO A LICENSED DISPOSAL FACILITY FOR PROPER TREATMENT/DISPOSAL. AS A BASIS OF BID, ASSUME SOIL TO BE EXCAVATED IS NOT SATURATED AND IS SUITABLE FOR RE-USE AS BACKFILL. N. EXCESS SOILS MUST BE TESTED PRIOR TO REMOVAL FROM THE SITE AND DISPOSED OF PROPERLY. EXCESS SOILS MUST BE TESTED PRIOR TO REMOVAL FROM THE SITE AND DISPOSED OF PROPERLY. O. PETROLEUM-CONTAMINATED GROUNDWATER FROM DEWATERING OPERATIONS MUST BE COLLECTED AND PETROLEUM-CONTAMINATED GROUNDWATER FROM DEWATERING OPERATIONS MUST BE COLLECTED AND PROPERLY TREATED. P. WASH WATER FROM PIPE CLEANING OPERATIONS WILL LIKELY CONTAIN PETROLEUM; THIS WATER MUST WASH WATER FROM PIPE CLEANING OPERATIONS WILL LIKELY CONTAIN PETROLEUM; THIS WATER MUST BE COLLECTED (TO THE EXTENT PRACTICAL), STORED, AND AND PROPERLY DISPOSED. Q. CONTRACTOR SHALL PROVIDE MAINTENANCE OF TRAFFIC (MOT) PLAN FOR VIRGINIA AVENUE AND CONTRACTOR SHALL PROVIDE MAINTENANCE OF TRAFFIC (MOT) PLAN FOR VIRGINIA AVENUE AND ESCORT AVENUE AND ANY OTHER IMPACTS TO ADJOINING STREETS
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APPROX
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AVE
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CL
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CONC
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DI
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DIA
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ELEC
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ELEV
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EX
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FG
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APPROXIMATE
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AVENUE
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CENTER LINE
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CONCRETE
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DROP INLET
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DIAMETER
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ELECTRICAL
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ELEVATION
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EXISTING
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FINISHED GRADE
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HP
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HIGH POINT
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CI
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CURB INLET
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ASBESTOS CEMENT
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BIT
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BITUMINOUS
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CLEAN OUT
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COMM
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COMMUNICATION
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FM
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FORCE MAIN
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FC
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FACE OF CURB
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EOP
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EDGE OF PAVEMENT
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BC
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BOTTOM OF CURB
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FF
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FINISHED FLOOR
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CHAIN LINK FENCE
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AST
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ABOVEGROUND STORAGE TANK
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CAST IRON PIPE
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COMB.
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COMBINATION
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GAL
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GALLON
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BOC
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BACK OF CURB
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DS
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DOWN SPOUT (STORMWATER)
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FDC
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FIRE DEPARTMENT CONNECTION
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ABDN
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ABANDON
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AFFF
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AQUEOUS FILM FORMING FOAM
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CLF
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GEN
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GENERATOR
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ASPH
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ASPHALT
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HH
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HAND HOLE
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FA
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FIRE ALARM
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AC
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ACRE
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CF
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CUBIC FEET
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ES
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EMERGENCY SPILLWAY
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CIP
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UE
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OHE
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UT
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COMMUNICATION/ELECTRIC, TYP.
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TREE / VEGETATION
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SANITARY SEWER, TYP.
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STORM SEWER, TYP.
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SANITARY MANHOLE
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DROP INLET
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BUILDING
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BITUMINOUS CONCRETE PAVEMENT
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EXISTING
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NEW
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WATER, TYP.
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TEMPORARY BENCH MARK
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VALVE
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CONCRETE
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UNDERGROUND ELECTRICAL, TYP.
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CURB
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SPOT ELEVATION
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CURB DROP INLET
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CURB AND GUTTER
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FIRE HYDRANT
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STORM MANHOLE
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UNDERGROUND TELEPHONE, TYP.
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NATURAL GAS, TYP.
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UTILITY POLE
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UNDERGROUND STEAMLINE, TYP.
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TELEPHONE PEDESTAL
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OVERHEAD ELECTRICAL, TYP.
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ELECTRIC MANHOLE
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CO
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SEWER CLEANOUT
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TELEPHONE MANHOLE
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TBM XX
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CHAIN LINK FENCE
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GUY WIRE
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SAN
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STM
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GAS
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DITCH CENTERLINE, TYP.
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SITE VEGETATION, TYP.
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SD
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OR
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LIGHT POLE
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SIGN
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MISCALLENOUS SITE FEATURE / BOLLARD
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XFR
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AST
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ABOVE GROUND STORAGE TANK
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TRANSFORMER
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METER
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UF
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UNDERGROUND FUEL, TYP.
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CONCRETE WALL
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XX-X
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GEOTECH AUGER BORING
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MONITORING WELL
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DEMOLITION/ABANDONMENT
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FML
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FLEXIBLE MEMBRANE LINER
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BW
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BOTTOM OF WALL
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CURED-IN-PLACE PIPE
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CIPP
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SAN
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SD
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SF
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TBM
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TYP
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WV
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SANITARY SEWER
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STORM DRAIN
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SILT FENCE
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TEMPORARY BENCH MARK
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TYPICAL
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WATER
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WATER VALVE
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UG
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UNDERGROUND
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TP
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TREE PROTECTION
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PC
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POINT OF CONNECTION
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PT
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POINT OF TANGENCY
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WITH
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SIDEWALK
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TC
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TOP OF CURB
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UNO
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UNLESS NOTED OTHERWISE
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RAD
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RADIUS
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RD
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ROOF DRAIN
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XFR
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TRANSFORMER
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REQ'D
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REQUIRED
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SSCO
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SANITARY SEWER CLEANOUT
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SWM
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STORM WATER MANAGEMENT
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PED.
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PEDESTRIAN
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PVMT
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PAVEMENT
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OWWO
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OILY-WASTE WASTE-OIL
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UST
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UNDERGROUND STORAGE TANK
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RCP
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REINFORCED CONCRETE PIPE
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VNG
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VIRGINIA NATURAL GAS
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PIV
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POST INDICATOR VAVLE
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TW
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TOP OF WALL
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SS
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STAINLESS STEEL
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UP
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UTILITY POLE
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DIP
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DUCTILE IRON PIPE
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OILY-WASTE WASTE OIL DRAIN
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OWWO
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(WATER, GAS)
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TURF AREA (GRASS)
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STORM SWALE
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AFG
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ABOVE FINISHED GRADE
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GND
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GROUND
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BOT
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BOTH WAYS
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HMA
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HOT MIX ASPHALT
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MAX
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MG
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MH
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MIN
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MAXIMUM
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MATCH GRADE
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MANHOLE
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MINIMUM
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MON
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MONITORING WELL
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NTS
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NOT TO SCALE
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ORN
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ORNAMENTAL
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NOT FOUND
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OE/OHE
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OVERHEAD ELECTRIC
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OP
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OUTLET PROTECTION
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INV
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INVERT ELEVATION
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IP
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LP
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INLET PROTECTION
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LOW POINT
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ON CENTER
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EXTENSION OF FABRIC AND WIRE INTO TRENCH
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FILTER FABRIC
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8'-0" MAX. WITH HOGWIRE FENCE 6'-0" MAX. WITHOUT WIRE FENCE
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5' MIN. STANDARD "T" POSTS, 1.25 LB/LF OR HEAVIER
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14 GAUGE STEEL WIRE 6" OPENINGS
AutoCAD SHX Text HOG WIRE FENCING, 32" WIDE MIN., VERT. WIRE STAYS @12" O.C., IN 6 HORIZ. WIRES, TOP & BOTT. WIRES TO BE 12.5 GA., FILLER WIRES TO BE 10.5 GA., TO BE ZINC COATED TO COMMERCIAL STDS.
AutoCAD SHX Text SYNTHETIC FILTER FABRIC AT LEAST 95% POLYOLEFIN OR POLYESTER BY WEIGHT. FABRIC SHALL CONTAIN UV INHIBITORS & STABILIZERS TO PROVIDE MIN. 6 MONTHS OF USE
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DIRECTION OF FLOW
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COMPACTED FILL
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STEEL POST
AutoCAD SHX Text NOTES: 1. ALL SILT FENCE MATERIAL SHALL MEET OR EXCEED ASTM D 6461 ALL SILT FENCE MATERIAL SHALL MEET OR EXCEED ASTM D 6461 2. SILT FENCE SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH SECTION SILT FENCE SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.62 OF THE VA EROSION CONTROL PLANNING AND DESIGN MANUAL. SEE SHEET SEE SHEET C-700 FOR ADDITIONAL SPECIFICATIONS AND MAINTENANCE CONSIDERATIONS. 3. USE FILTER FABRIC A MINIMUM OF 38" IN WIDTH AND FASTEN ADEQUATELY TO THE USE FILTER FABRIC A MINIMUM OF 38" IN WIDTH AND FASTEN ADEQUATELY TO THE WIRE AS DIRECTED BY THE ENGINEER. 4. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR PLASTIC ZIP SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR PLASTIC ZIP TIES MUST HAVE MINIMUM 50 LB TENSILE STRENGTH.
AutoCAD SHX Text MAINTENANCE: 1. INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. 2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. 4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
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NTS
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NTS
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THIS METHOD OF INLET PROTECTION IS APPLICABLE
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WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED
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BUT NOT WHERE PONDING AROUND THE STRUCTURE
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MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE
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TO ADJACENT STRUCTURES AND UNPROTECTED AREAS.
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SPECIFIC APPLICATION
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* GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE
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AGGREGATE.
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SEDIMENT
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RUNOFF WATER
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WITH SEDIMENT
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18" MIN.
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WIRE MESH
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FILTERED
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WATER
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GRAVEL (12"MIN. DEPTH)
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SF
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PLAN VIEW SYMBOL
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PLAN VIEW SYMBOL
IP
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CD101
GENERAL SHEET NOTES
GRAPHIC SCALE
KEYPLAN
KEYNOTES
CIVIL DEMOLITION PLAN - VIRGINIA AVENUE
MATCH LINE TO THIS SHEET
CIVIL DEMOLITION PLAN - VIRGINIA AVENUE
MATCH LINE TO SHEET CD102
MATCH LINE TO THIS SHEET
CD101
CD101
CD102CD102
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XFR
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
AutoCAD SHX Text S
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WV
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AST
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XFR
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WV
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WV
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WV
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WV
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MIDLANT - PWD NORFOLK
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NAVAL STATION - NORFOLK, VA
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NAVAL STATION
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NORFOLK, VA
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DANA WEST - MARMC
AutoCAD SHX Text 03/30/2023
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RICHARD CORBIN
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S.M. SWEENEY, P.E.
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AutoCAD SHX Text 1695588
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CIVIL DEMOLITION PLAN - VIRGINIA AVENUE
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CEV
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CEV
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JDB
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AS NOTED
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WHW
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DEPARTMENT OF THE NAVY
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SCALE:
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CONSTR. CONTR. NO.
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SHEET
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NAVFAC DRAWING NO.
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NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND
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DES
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DRW
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SYM
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DESCRIPTION
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DATE
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APPR
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DRAWFORM REVISION: 25 AUGUST 2020
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CHK
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SATISFACTORY TO DATE
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APPROVED
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ACTIVITY
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FOR COMMANDER NAVFAC
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SEAL
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A/E INFO
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OF
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EPROJECT NO.
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PM/DM
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BRANCH MANAGER
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CHIEF ENG/ARCH
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FIRE PROTECTION
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NORTH
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VIRGINIA AVE
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VIRGINIA AVE
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COLD STORAGE RD
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ADM TAUSSIG BLVD
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ADM TAUSSIG BLVD
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NORTH
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VIRGINIA AVE
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VIRGINIA AVE
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BLDG CEP-157
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BLDG CEP-194
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BLDG CEP-201A
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BLDG CEP-158
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VIRGINIA AVE
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COLD STORAGE RD
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ADM TAUSSIG BLVD
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ADM TAUSSIG BLVD
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SECOND ST
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SECOND ST
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ESCORT AVE
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1. SAW CUT PAVEMENT FOR TRENCH EXCAVATION. BY OTHERS SAW CUT PAVEMENT FOR TRENCH EXCAVATION. BY OTHERS 2. REMOVE EXISTING BITUMINOUS CONCRETE PAVEMENT. ASSUME REMOVE EXISTING BITUMINOUS CONCRETE PAVEMENT. ASSUME 7 INCHES OF BITUMINOUS CONCRETE OVER 12" AGGREGATE BASE. BY OTHERS. 3. GAS LINE, FITTINGS, VALVES AND ALL OTHER CONNECTIONS AS GAS LINE, FITTINGS, VALVES AND ALL OTHER CONNECTIONS AS REQUIRED BY VIRGINIA NATURAL GAS (VNG). 4. PROVIDE PAVEMENT PATCH, REFER TO SHEET C-501 FOR PROVIDE PAVEMENT PATCH, REFER TO SHEET C-501 FOR DETAIL. BY OTHERS.
AutoCAD SHX Text A. LOCATE AND PROTECT ALL EXISTING UNDERGROUND UTILITIES. LOCATE AND PROTECT ALL EXISTING UNDERGROUND UTILITIES. B. FURNISH & INSTALL EROSION AND SEDIMENT CONTROL DEVICES FURNISH & INSTALL EROSION AND SEDIMENT CONTROL DEVICES IN ACCORDANCE WITH VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY (VADEQ) EROSION & SEDIMENTATION CONTROL MANUAL. REFER TO SHEET C-001 FOR DETAILS. C. PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH THE MUTCD PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH THE MUTCD AND VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) OWRK AREA PROTECTION MANUAL. D. COORDINATE WITH THE ELECTRICAL AND MECHANICAL PLANS COORDINATE WITH THE ELECTRICAL AND MECHANICAL PLANS FOR LOCATION AND SPECIFIC INFORMATION. E. ALL WORK ASSOCIATED WITH THE GAS LINE INSTALLATION IS BY ALL WORK ASSOCIATED WITH THE GAS LINE INSTALLATION IS BY OTHERS - (VIRGINIA NATURAL GAS). PLANS ARE FOR INFORMATION AND COORDINATION PURPOSES.
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1. SAW CUT PAVEMENT FOR TRENCH EXCAVATION. SAW CUT PAVEMENT FOR TRENCH EXCAVATION. 2. REMOVE EXISTING BITUMINOUS CONCRETE PAVEMENT. ASSUME REMOVE EXISTING BITUMINOUS CONCRETE PAVEMENT. ASSUME 7 INCHES OF BITUMINOUS CONCRETE OVER 12" AGGREGATE BASE. REFER TO SHEET C-502 FOR PARTIAL PLAN VIEW FOR MORE INFORMATION. 3. REMOVE EXISTING 8 FT HIGH CHAIN LINK FENCE, GATES, AND REMOVE EXISTING 8 FT HIGH CHAIN LINK FENCE, GATES, AND ALL ATTACHMENTS. 4. REMOVE PAVEMENT. ASSUME 2" BITUMINOUS CONCRETE OVER 8 REMOVE PAVEMENT. ASSUME 2" BITUMINOUS CONCRETE OVER 8 INCHES OF AGGREGATE BASE. REFER TO SHEET C-502 FOR PARTIAL PLAN VIEW FOR MORE INFORMATION. 5. REMOVE CONCRETE PAD. ASSUME 6" THICK PLAIN CONCRETE REMOVE CONCRETE PAD. ASSUME 6" THICK PLAIN CONCRETE OVER 6 INCHES OF AGGREGATE BASE. REFER TO SHEET C-502 FOR PARTIAL PLAN VIEW FOR MORE INFORMATION. 6. GAS LINE, FITTINGS, VALVES AND ALL OTHER CONNECTIONS AS GAS LINE, FITTINGS, VALVES AND ALL OTHER CONNECTIONS AS REQUIRED BY VIRGINIA NATURAL GAS (VNG).
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COLD STORAGE RD
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AutoCAD SHX Text A. LOCATE AND PROTECT ALL EXISTING UNDERGROUND UTILITIES. LOCATE AND PROTECT ALL EXISTING UNDERGROUND UTILITIES. B. FURNISH & INSTALL EROSION AND SEDIMENT CONTROL DEVICES FURNISH & INSTALL EROSION AND SEDIMENT CONTROL DEVICES IN ACCORDANCE WITH VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY (VADEQ) EROSION & SEDIMENTATION CONTROL MANUAL. REFER TO SHEET C-001 FOR DETAILS. C. PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH THE MUTCD PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH THE MUTCD AND VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) OWRK AREA PROTECTION MANUAL. D. COORDINATE WITH THE ELECTRICAL AND MECHANICAL PLANS COORDINATE WITH THE ELECTRICAL AND MECHANICAL PLANS FOR LOCATION AND SPECIFIC INFORMATION. E. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE VDOT TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE VDOT WORK AREA PROTECTION MANUAL. AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). F. ALL WORK SHALL BE IN ACCORDANCE WITH VIRGINIA ALL WORK SHALL BE IN ACCORDANCE WITH VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT), ROAD & BRIDGE SPECIFICATIONS LATEST EDITION. G. ALL WORK ASSOCIATED WITH THE GAS LINE INSTALLATION IS BY ALL WORK ASSOCIATED WITH THE GAS LINE INSTALLATION IS BY OTHERS - (VIRGINIA NATURAL GAS). PLANS ARE FOR INFORMATION AND COORDINATION PURPOSES.
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1. SAW CUT PAVEMENT FOR TRENCH EXCAVATION. SAW CUT PAVEMENT FOR TRENCH EXCAVATION. 2. REMOVE EXISTING BITUMINOUS CONCRETE PAVEMENT. ASSUME REMOVE EXISTING BITUMINOUS CONCRETE PAVEMENT. ASSUME 7 INCHES OF BITUMINOUS CONCRETE OVER 12" AGGREGATE BASE. 3. GAS LINE, FITTINGS, VALVES AND ALL OTHER CONNECTIONS AS GAS LINE, FITTINGS, VALVES AND ALL OTHER CONNECTIONS AS REQUIRED BY VIRGINIA NATURAL GAS (VNG). 4. PROVIDE PAVEMENT PATCH, REFER TO SHEET C-501 FOR PROVIDE PAVEMENT PATCH, REFER TO SHEET C-501 FOR DETAIL.
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AutoCAD SHX Text A. LOCATE AND PROTECT ALL EXISTING UNDERGROUND UTILITIES. LOCATE AND PROTECT ALL EXISTING UNDERGROUND UTILITIES. B. FURNISH & INSTALL EROSION AND SEDIMENT CONTROL DEVICES FURNISH & INSTALL EROSION AND SEDIMENT CONTROL DEVICES IN ACCORDANCE WITH VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY (VADEQ) EROSION & SEDIMENTATION CONTROL MANUAL. REFER TO SHEET C-001 FOR DETAILS. C. PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH THE MUTCD PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH THE MUTCD AND VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) OWRK AREA PROTECTION MANUAL. D. COORDINATE WITH THE ELECTRICAL AND MECHANICAL PLANS COORDINATE WITH THE ELECTRICAL AND MECHANICAL PLANS FOR LOCATION AND SPECIFIC INFORMATION. E. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE VDOT TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE VDOT WORK AREA PROTECTION MANUAL. AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). F. ALL WORK SHALL BE IN ACCORDANCE WITH VIRGINIA ALL WORK SHALL BE IN ACCORDANCE WITH VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT), ROAD & BRIDGE SPECIFICATIONS LATEST EDITION. G. ALL WORK ASSOCIATED WITH THE GAS LINE INSTALLATION IS BY ALL WORK ASSOCIATED WITH THE GAS LINE INSTALLATION IS BY OTHERS - (VIRGINIA NATURAL GAS). PLANS ARE FOR INFORMATION AND COORDINATION PURPOSES.
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BLDG CEP-200
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1. PROVIDE CONCRETE LANDING CENTERED ON NEW DOOR. REFER PROVIDE CONCRETE LANDING CENTERED ON NEW DOOR. REFER TO ARCHITECTURE PLANS FOR LOCATION. ALSO, REFER TO PARTIAL PLAN VIEW, SHEET C-502 FOR DETAILS. 2. PROVIDE 2" THICK VDOT SM-9.5A BITUMINOUS CONCRETE PROVIDE 2" THICK VDOT SM-9.5A BITUMINOUS CONCRETE PAVEMENT OVER 8 INCHES OF VDOT 21B AGGREGATE BASE. 3. GAS LINE, FITTINGS, VALVES AND ALL OTHER CONNECTIONS AS GAS LINE, FITTINGS, VALVES AND ALL OTHER CONNECTIONS AS REQUIRED BY VIRGINIA NATURAL GAS (VNG). 4. PROVIDE PAVEMENT PATCH, REFER TO SHEET C-501 FOR PROVIDE PAVEMENT PATCH, REFER TO SHEET C-501 FOR DETAIL. 5. PROVIDE CONCRETE SWITCH PAD, REFER TO SHEET C-501 FOR PROVIDE CONCRETE SWITCH PAD, REFER TO SHEET C-501 FOR DETAILS. VERIFY & COORDINATE SIZE WITH THE ELECTRICAL PLANS. 6. PROVIDE CONCRETE PAD FOR A TERMINATING CABINET, REFER PROVIDE CONCRETE PAD FOR A TERMINATING CABINET, REFER TO SHEET C-501 FOR DETAILS. VERIFY & COORDINATE SIZE WITH THE ELECTRICAL PLANS. 7. PROVIDE 6" THICKENED EDGE CONCRETE SIDEWALK TO RAMP PROVIDE 6" THICKENED EDGE CONCRETE SIDEWALK TO RAMP UP AND MATCH TO GRADE OF CONCRETE LANDING. REFER TO SHEET C-502 FOR DETAILS.
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VIRGINIA AVE
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COLD STORAGE RD
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ADM TAUSSIG BLVD
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ADM TAUSSIG BLVD
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SECOND ST
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SECOND ST
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ESCORT AVE
AutoCAD SHX Text A. LOCATE AND PROTECT ALL EXISTING UNDERGROUND UTILITIES. LOCATE AND PROTECT ALL EXISTING UNDERGROUND UTILITIES. B. FURNISH & INSTALL EROSION AND SEDIMENT CONTROL DEVICES FURNISH & INSTALL EROSION AND SEDIMENT CONTROL DEVICES IN ACCORDANCE WITH VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY (VADEQ) EROSION & SEDIMENTATION CONTROL MANUAL. REFER TO SHEET C-001 FOR DETAILS. C. PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH THE MUTCD PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH THE MUTCD AND VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) OWRK AREA PROTECTION MANUAL. D.
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