Structural dwg 7of8.pdf

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P170 Ordnance Facilities Recap, Phase 2, Naval Weapons Station Yorktown, Yorktown, Virginia
Solicitation number
N4008523R2529
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This document package includes structural drawings and specifications for the recapitalization of ordnance facilities at Naval Weapons Station Yorktown in Virginia. The project involves upgrading magazines and support structures to current standards. Key requirements include reinforced concrete construction, blast doors, security grilles, drainage systems, and ground improvements such as rigid inclusions and load transfer platforms. The Naval Facilities Engineering Command solicits general contractors with experience in military munitions construction to complete the work by February 2024. Pricing will be fixed-firm. Service-disabled veteran-owned small businesses are encouraged to compete for this set-aside opportunity.

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Other files

File Type Posted
Attachment H-Price Proposal Form REVISED.docx DOCX document
Amendment 0004.pdf PDF
Amendment 0003.pdf PDF
Amendment 0002.pdf PDF
P170 Site Visit Log.pdf PDF
Amendment 0001.pdf PDF
Survey2 dwg 2of8.pdf PDF
Attachment B-SECNAV 5512.pdf PDF
Attachment H-Price Proposal Form.docx DOCX document
Attachment G-Small Business Subcontracting Plan.pdf PDF
Civil2 dwg 5of8.pdf PDF
Electrical dwg 8of8.pdf PDF
Attachment C-Past Performance Questionnaire.docx DOCX document
Attachment K-Site Visit Attendee List.xls XLS spreadsheet
N4008523R2529 P170 ORDNANCE FACILITIES RECAP.pdf PDF
Attachment A-Pre-Proposal Inquiry Log Template.xlsx XLSX spreadsheet
Specification 2of2.pdf PDF
Civil1 dwg 4of8.pdf PDF
Geotechnical dwg 3of8.pdf PDF
Attachment L-Criteria for Denying Access to Navy Installations.pdf PDF
Attachment M - Aerial Map NWS Yorktown.pdf PDF
Attachment J-Approved Identity Proofing Documents.pdf PDF
Specification 1of2.pdf PDF
Attachment D-Construction Experience Project Data.docx DOCX document
Landscape dwg 6of8.pdf PDF
Attachment E-Historical Small Business Utilization.pdf PDF
Attachment F-Small Business Participation Commitment Document.pdf PDF
Attachment I-PIEE Vendor Access Instructions.pdf PDF
GeneralHazmatSurvey1 dwg 1of8.pdf PDF
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DEPARTMENT OF THE NAVY

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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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DESCRIPTION

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DATE

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DRAWFORM REVISION: 25 AUGUST 2020

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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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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

AutoCAD SHX Text THESE DRAWINGS ARE AN EXACT REPLICA OF THE DEFINITIVE SET DESIGNED BY: AMMANN & WHITNEY, CONSULTING ENGINEERS PROJECT TITLE: STANDARD BOX MAGAZINE TYPE 'D' NAVFAC DRAWING NUMBER: 6448522 - 6448554 DATE: 17 MAY 1997 NUMBER OF SHEETS: 33 THE STRUCTURAL DESIGN IN THESE UPDATED STANDARD DRAWINGS DOES NOT SUBSTANTIALLY DEVIATE FROM THE ORIGINAL STANDARD. SOME ASPECTS OF THE ELECTRICAL DESIGN HAVE BEEN MODIFIED FROM THE ORIGINAL STANDARD. THESE STANDARD DRAWINGS DATED APRIL 2017 SUPERCEDE NAVFAC STANDARD DRAWINGS 14021360 TO 14021404

AutoCAD SHX Text GENERAL NOTES MATERIALS AND CONSTRUCTION 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF f'c = 4,000 psi AT 28 DAYS AND SHALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF f'c = 4,000 psi AT 28 DAYS AND SHALL HAVE A MINIMUM DENSITY OF 145 PCF. 2. EXTERIOR CONCRETE EXPOSED TO WEATHER, RETAINING WALLS AND LOADING DOCKS SHALL BE EXTERIOR CONCRETE EXPOSED TO WEATHER, RETAINING WALLS AND LOADING DOCKS SHALL BE AIR-ENTRAINED WITH A MINIMUM COMPRESSIVE STRENGTH OF f'c = 4,500 psi AT 28 DAYS AND A MINIMUM DENSITY OF 145 PCF. 3. ALL REINFORCING BARS SHALL CONFORM TO THE SPECIFICATION FOR DEFORMED BILLET STEEL BARS FOR ALL REINFORCING BARS SHALL CONFORM TO THE SPECIFICATION FOR DEFORMED BILLET STEEL BARS FOR CONCRETE REINFORCEMENT, ASTM A615, GRADE 60 4. CONCRETE AGGREGATE SHALL HAVE A MAXIMUM SIZE OF 1 INCH. CONCRETE AGGREGATE SHALL HAVE A MAXIMUM SIZE OF 1 INCH. 5. ALL REINFORCING BARS SHALL BE CONTINUOUS IN ANY ONE DIRECTION EXCEPT WHERE OTHERWISE ALL REINFORCING BARS SHALL BE CONTINUOUS IN ANY ONE DIRECTION EXCEPT WHERE OTHERWISE SHOWN ON THE DRAWINGS. PROVIDE CLEAR COVER IF NOT SHOWN PER ACI 318 RECOMMENDATIONS. ON THE DRAWINGS. PROVIDE CLEAR COVER IF NOT SHOWN PER ACI 318 RECOMMENDATIONS. 6. EXCEPT AS NOTED, ALL CONCRETE CONSTRUCTION AND DETAILING SHALL CONFORM TO THE LATEST EXCEPT AS NOTED, ALL CONCRETE CONSTRUCTION AND DETAILING SHALL CONFORM TO THE LATEST STANDARDS OF THE ACI DETAILING MANUAL (SP-66), AND BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318). 7. EXCEPT FOR WELDED WIRE FABRIC, NO WELDING OF REINFORCING BARS SHALL BE PERMITTED UNLESS EXCEPT FOR WELDED WIRE FABRIC, NO WELDING OF REINFORCING BARS SHALL BE PERMITTED UNLESS INDICATED ON DRAWINGS. 8. STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO THE STANDARD SPECIFICATION FOR STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO THE STANDARD SPECIFICATION FOR STRUCTURAL STEEL SHAPES, ASTM A-992 GRADE 50. 9. STRUCTURAL RETANGULAR HSS SHALL CONFORM TO THE STANDARD SPECIFICATION ASTM A500 GRADE C. STRUCTURAL RETANGULAR HSS SHALL CONFORM TO THE STANDARD SPECIFICATION ASTM A500 GRADE C. 10. STRUCTURAL STEEL CHANNELS, ANGLES, PLATES AND BARS SHALL CONFORM TO THE STANDARD STRUCTURAL STEEL CHANNELS, ANGLES, PLATES AND BARS SHALL CONFORM TO THE STANDARD SPECIFICATION FOR CARBON STRUCTURAL STEEL ASTM A572 GRADE 50. 11. METAL ROOFING AND SIDING SHALL CONFORM TO THE NORTH AMERICAN SPECIFICATION FOR THE DESIGN METAL ROOFING AND SIDING SHALL CONFORM TO THE NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL MEMBERS BY THE AMERICAN IRON AND STEEL INSTITUTE (AISI), LATEST EDITION. 12. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE SPECIFICATIONS FOR FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), LATEST EDITION. 13. WELDING FOR STRUCTURAL STEEL SHALL CONFORM TO THE STRUCTURAL WELDING CODE, AWS D1.1, WELDING FOR STRUCTURAL STEEL SHALL CONFORM TO THE STRUCTURAL WELDING CODE, AWS D1.1, LATEST EDITION. 14. ANCHOR BOLTS AND ALL-THREADED ANCHOR RODS MUST CONFORM TO ASTM F1554, GRADE 36, UNLESS ANCHOR BOLTS AND ALL-THREADED ANCHOR RODS MUST CONFORM TO ASTM F1554, GRADE 36, UNLESS OTHERWISE NOTED. NUTS MUST CONFORM TO ASTM A563. HIGH STRENGTH BOLTS FOR STRUCTURAL STEEL JOINTS MUST CONFORM TO ASTM A325. ALL BOLTS SHALL HAVE THREADS EXCLUDED FROM THE SHEAR PLANE. 15. ALL STRUCTURAL STEEL SHALL BE CLEANED AND PAINTED IN ACCORDANCE WITH THE COATING AND ALL STRUCTURAL STEEL SHALL BE CLEANED AND PAINTED IN ACCORDANCE WITH THE COATING AND PAINTING SPECIFICATIONS. STRUCTURAL STEEL EXPOSED TO THE ELEMENTS, OR EMBEDDED IN CONCRETE SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION. 16. TOP 12 INCHES OF SUBGRADE SHALL BE COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY IN TOP 12 INCHES OF SUBGRADE SHALL BE COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY IN ACCORDANCE WITH ASTM STANDARD D1557. 17. UNLESS NOTED ON DRAWINGS, SPLICE AND DEVELOPMENT LENGTH OF REINFORCING BARS SHALL BE IN UNLESS NOTED ON DRAWINGS, SPLICE AND DEVELOPMENT LENGTH OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF TABLE S-104A. 18. FOR FILLET WELD SIZES NOT SHOWN ON DRAWINGS, PROVIDE MINIMUM SIZE FILLET WELDS IN FOR FILLET WELD SIZES NOT SHOWN ON DRAWINGS, PROVIDE MINIMUM SIZE FILLET WELDS IN ACCORDANCE WITH WELDING CODE AWS D1.1, LATEST EDITION. 19. UNLESS SHOWN OTHERWISE, ALL REINFORCING BAR HOOKS SHALL BE STANDARD HOOKS IN ACCORDANCE UNLESS SHOWN OTHERWISE, ALL REINFORCING BAR HOOKS SHALL BE STANDARD HOOKS IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318, LATEST EDITION.

AutoCAD SHX Text ELECTRICAL BONDING 1. ALL STEEL DOORS AND FRAMES SHALL BE ELECTRICALLY BONDED TO THE MAGAZINE REINFORCING CAGE. ALL STEEL DOORS AND FRAMES SHALL BE ELECTRICALLY BONDED TO THE MAGAZINE REINFORCING CAGE. 2. ALL STRUCTURAL AND MISCELLANEOUS ITEMS EMBEDDED IN CONCRETE SHALL BE ELECTRICALLY BONDED ALL STRUCTURAL AND MISCELLANEOUS ITEMS EMBEDDED IN CONCRETE SHALL BE ELECTRICALLY BONDED TO THE REINFORCING CAGE BY WIRE TIES. 3. THE REINFORCING CAGE SHALL BE MADE ELECTRICALLY CONTINUOUS BY WIRE TIES AT A MINUMUM OF THE REINFORCING CAGE SHALL BE MADE ELECTRICALLY CONTINUOUS BY WIRE TIES AT A MINUMUM OF 4'-0" ON CENTERS IN ANY DIRECTION. 4. ALL WALL AND CONSTRUCTION JOINTS SHALL BE ELECTRICALLY BONDED. SEE THE ELECTRICAL DRAWINGS ALL WALL AND CONSTRUCTION JOINTS SHALL BE ELECTRICALLY BONDED. SEE THE ELECTRICAL DRAWINGS FOR DETAILS.

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SHOWN ON THIS

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SHEET NO.

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DETAIL

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WALL SECT./

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ELEV. MARK

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ROOF LOADING

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AutoCAD SHX Text DESIGN LOADS 1. STATIC LOADS: A. ROOF DEAD LOADS a) (1'-6" EARTH FILL +6" GRAVEL) (DEFINITIVE DWGS) = 200 PSF b) (1'-4" EARTH FILL +12" GRAVEL) (PROJECT SITE) = 280 PSF B. FLOOR LOADS a) UNIFORM STORAGE LIVE LOAD = 2000 PSF = 2000 PSF b) FORKLIFT WHEEL LOAD: BASED ON DREXEL MODEL NO. SL120 = 12,000 LB MAX LOAD = 12,000 LB MAX LOAD MAXIMUM WHEEL LOAD = 22,710 LBS = 22,710 LBS WHEEL CONTACT AREA = 65 SQ. IN. = 65 SQ. IN. C. ROOF LIVE LOAD = 100 PSF = 100 PSF 2. SEISMIC DESIGN DATA: A. OCCUPANCY (RISK) CATEGORY ----------- III B. IMPORTANCE FACTOR ----------------- 1.25 C. SEISMIC DESIGN CATEGORY (DEFINITIVE DWGS) - "C" D. SEISMIC DESIGN CATEGORY (PROJECT SITE) --- "B" E. SITE SEISMIC (DEFINITIVE DWGS): ---------- Ss = 1.95g S1 = 0.75g S1 = 0.75g F. SITE SEISMIC (PROJECT SITE): ------------ Ss = 0.107g S1 = 0.042g S1 = 0.042g G. SITE CLASS (DEFINITIVE DWGS) ----------- "D" H. SITE CLASS (PROJECT SITE) ------------- "D" 3. WIND DESIGN DATA: A. DESIGN WIND SPEED (DEFINITIVE DWGS) ------ 132 MPH B. DESIGN WIND SPEED (PROJECT SITE) -------- 125 MPH C. EXPOSURE (DEFINITIVE DWGS) ------------ "C" D. EXPOSURE (PROJECT SITE) -------------- "C" E. OCCUPANCY (RISK) CATEGORY (DEFINITIVE DWGS) - III F. IMPORTANCE FACTOR (DEFINITIVE DWGS) ------ 1.15 4. BLAST LOADS: ORIGINAL BLAST DESIGN BASED ON INTERMAGAZINE SEPARATION DISTANCES FOR NET EQUIVALENT WEIGHT EXPLOSIVE EQUAL TO 350,000 LBS (W) AS FOLLOWS: A. ROOF DESIGN: DONOR MAGAZINE AT 141' (2 X W ) TO THE REAR OF THE ACCEPTOR MAGAZINE B. HEADWALL DESIGN: DONOR MAGAZINE AT 141' (2 X W ) TO THE FRONT OF THE ACCEPTOR MAGAZINE. DESIGN SOIL DATA A. DESIGN SOIL BEARING PRESSURE - 4,000 PSF - 4,000 PSF 4,000 PSF B. DESIGN DYNAMIC RESPONSE FACTOR (SOIL BEARING) - 2.5 - 2.5 2.5 C. DESIGN LATERAL SOIL PRESSURE COEF. (DEFINITIVE DWGS) : 1. MAGAZINE WALLS - 0.5 - 0.5 0.5 2. WING WALLS - 0.3 - 0.3 0.3 D. DESIGN LATERAL SOIL PRESSURE COEF. (PROJECT SITE) : 1. WING & RETAINING WALLS (FILL, Ka) - 0.31 - 0.31 0.31 2. WING & RETAINING WALLS (FILL, Kp) - 3.25 - 3.25 3.25 E. DESIGN COEF. OF FRICTION (CONC. ON SOIL) - 0.50 - 0.50 0.50 F. MODULUS OF SUBGRADE REACTION - 150 PCI TO 250 PCI- 150 PCI TO 250 PCI150 PCI TO 250 PCI

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A. ROOF SLAB

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B. HEAD WALL

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D. PILASTERS X /X

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E. BLAST DOORS

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MAXIMUM SUPPORT ROTATIONS OR DUCTILITY RATIO:

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GENERAL NOTES

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AutoCAD SHX Text DEPARTMENT OF DEFENSE EXPLOSIVE SAFETY BOARD (DDESB) APPROVAL NOTES 1. THIS STANDARD WAS APPROVED ORIGINALLY BY THE DDESB FOR CONSTRUCTION AS A 7-BAR THIS STANDARD WAS APPROVED ORIGINALLY BY THE DDESB FOR CONSTRUCTION AS A 7-BAR STRUCTURE FOR EXPLOSIVE WEIGHTS UP TO 350,000 POUNDS OF (NEW) HAZARD DIVISION (HD) 1.1 MATERIAL. SUBSEQUENTLY THE STANDARD WAS APPROVED FOR EXPLOSIVE WEIGHTS UP TO 500,000 POUNDS (NEW). 2. ANY DEVIATION FROM THE STANDARD APPROVED DRAWINGS, EXCEPT FOR FOUNDATION MODIFICATIONS, ANY DEVIATION FROM THE STANDARD APPROVED DRAWINGS, EXCEPT FOR FOUNDATION MODIFICATIONS, WITHOUT THE WRITTEN APPROVAL FROM THE DEPARTMENT OF DEFENSE EXPLOSIVE SAFETY BOARD (DDESB) MAY REQUIRE THE MAGAZINE TO BE CONSIDERED AN UNDEFINED MAGAZINE AND MAY SEVERELY RESTRICT THE ALLOWABLE STORAGE CAPACITY.

AutoCAD SHX Text DESIGNER OF RECORD (DOR) NOTES: THESE DRAWINGS ARE A MODIFIED VERSION OF A DEFINITIVE DRAWING SET. PROJECT TITLE: TYPE D BOX MAGAZINE WITHOUT LOADING PLATFORM WITH NAVFAC DRAWING NUMBERS 18232899 -18232936 DRAWING APPROVAL DATE: 10 MAY 2017. DRAWINGS S-305, S-508, S-511 VIRGIN DRAWINGS HAVE BEEN MODIFIED TO INCLUDE TRENCH PLUG COVER PLATES AND BLAST DOOR FRAMING MEMBERS. THESE DRAWINGS HAVE BEEN MODIFIED BY THE DEPARTMENT OF THE NAVY, NAVAL FACILITIES ENGINEERING COMMAND, MIDATLANTIC DIVISION. A TITLE SHEET AND INDEX OF DRAWINGS HAVE BEEN ADDED ALONG WITH SHEET S-604. THE REMAINING SHEETS ARE DIRECT CAD COPIES OF ORIGINAL SHEETS WITH MODIFICATIONS.

AutoCAD SHX Text DESIGNER OF RECORD (DOR) NOTES (CONT): THE DESIGNER OF RECORD HAS REVIEWED STRUCTURAL SHEET S-001 OF THE DEFINITIVE DRAWINGS FOR THE "TYPE D BOX MAGAZINE WITHOUT LOADING PLATFORM" TO DETERMINE IF THE SITE SPECIFIC DESIGN CRITERIA FOR THIS SITE ADAPTATION OF THE STANDARD DESIGN SATISFY THE CRITERIA LISTED IN THE DEFINITIVE DRAWINGS. THE EVALUATION OF THE STATIC LOADS, SEISMIC DESIGN DATA, AND WIND DESIGN DATA DETERMINED NO MODIFICATIONS WERE REQUIRED TO THE STANDARD DESIGN. THE EVALUATION OF THE SOIL DATA RESULTED IN NO MODIFICATION TO THE FOUNDATION SYSTEM OF THE STANDARD DESIGN. A GROUND IMPROVEMENTS SYSTEM CONSISTING OF RIGID INCLUSIONS AND LOAD TRANSFER PLATFORMS WILL BE REQUIRED TO PROVIDE ADEQUATE SUPPORT OF THIS SITE ADAPTATION. THE LENGTH OF THE RETAINING WALL WERE INCREASED TO RETAIN THE SHALLOWER EARTH FILL SLOPE. NO COMPONENTS OF THE STRUCTURE OTHER THAN THE FOUNDATION, THE FLOOR SLAB, AND THE RETAINING WALL LENGTH HAVE BEEN EVALUATED BY THE EOR.

AutoCAD SHX Text SITE ADAPTATION FOUNDATION NOTES 1. FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT PREPARED BY NAVFAC MID-ATLANTIC, DATED JUNE 14, 2021. 2. FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON A LOAD TRANSFER PLATFORM SUPPORTED BY RIGID FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON A LOAD TRANSFER PLATFORM SUPPORTED BY RIGID INCLUSIONS WITH A MAXIMUM NET ALLOWABLE BEARING PRESSURE OF 4,000 PSF. 3. PRIOR TO PLACING FOUNDATION CONCRETE, A NAVFAC GEOTECHNICAL ENGINEER SHALL INSPECT PRIOR TO PLACING FOUNDATION CONCRETE, A NAVFAC GEOTECHNICAL ENGINEER SHALL INSPECT FOUNDATION EXCAVATIONS TO EVALUATE THE EXTENT OF LOOSE SOFT OR OTHERWISE UNSATISFACTORY SOIL MATERIAL AND TO VERIFY THE BEARING CAPACITY. SOILS NOT SUITABLE FOR FOUNDATION SUPPORT SHALL BE UNDERCUT AND REPLACED WITH ENGINEERED FILL. 4. ALL FOUNDATIONS ELEMENTS MUST BE FORMED TO FACILITATE CONCRETE PLACEMENT AND CONFORM TO ALL FOUNDATIONS ELEMENTS MUST BE FORMED TO FACILITATE CONCRETE PLACEMENT AND CONFORM TO THE SHAPE, LINES AND THICKNESS INDICATED ON THE FOUNDATION PLAN. EARTH-FORMED FOUNDATION ELEMENTS ARE NOT PERMITTED. 5. PLACE FOUNDATION CONCRETE ON THE SAME DAY EXCAVATIONS ARE MADE OR AS SOON AS PRACTICAL PLACE FOUNDATION CONCRETE ON THE SAME DAY EXCAVATIONS ARE MADE OR AS SOON AS PRACTICAL THEREAFTER. 6. DO NOT INSTALL FOUNDATIONS UNTIL FOUNDATION WORK HAS BEEN COORDINATED WITH ADJACENT DO NOT INSTALL FOUNDATIONS UNTIL FOUNDATION WORK HAS BEEN COORDINATED WITH ADJACENT UNDERGROUND UTILITIES AND STRUCTURES. ANY FOOTING STEPS INDICATED ON THE PLANS ARE SCHEMATIC AND SHALL BE COORDINATED WITH OTHER TRADES. 7. SOIL TREATMENT FOR TERMITE PREVENTION MUST BE PERFORMED DURING BUILDING CONSTRUCTION IN SOIL TREATMENT FOR TERMITE PREVENTION MUST BE PERFORMED DURING BUILDING CONSTRUCTION IN ACCORDANCE WITH SPECIFICATION SECTION 31 31 16.13.

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MIDLANT DC CORE

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NAVAL STATION NORFOLK, VIRGINIA

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NAVAL WEAPONS STATION

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YORKTOWN, VIRGINIA

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APPROVED BY C. SCOTT JENKINS

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SUPERVISORY GENERAL ENGINEER

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WITH NMCLANT, VIA EMAIL

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MMP/SLC

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ORIGINAL STANDARD DRAWING IS NAVFAC DRAWING NUMBER 18232899, SHEET 1 OF 37

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6" HAUNCH

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6" PIPES

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6" PERFORATED

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T/TRENCH WALL & COVER EL 0'-0" (FOR DETAILS SEE DWG. S-511)

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CAP INVERT EL (-1'-6")

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6" PERFORATED

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RETAINING WALL "A"

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TRENCH NO.1

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WALL "B"

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4" DRAIN, SLOPE @ 1/8"/FTMIN., TYP. FOR 5

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DEPARTMENT OF THE NAVY

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AutoCAD SHX Text C

AutoCAD SHX Text D

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AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CONSTR. CONTR. NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 25 AUGUST 2020

AutoCAD SHX Text

CHK

AutoCAD SHX Text

SATISFACTORY TO DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text

OF

AutoCAD SHX Text

EPROJECT NO.

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CHIEF ENG/ARCH

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text

SCALE: 1/8" = 1'-0"

AutoCAD SHX Text 0'

AutoCAD SHX Text 1/8"=1'-0"

AutoCAD SHX Text 30'

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text DATUM ELEVATION 0'-0" TAKEN AS TOP OF TRENCH WALL AND TOP OF TRENCH COVER. FOR ACTUAL ELEVATION SEE CIVIL DRAWINGS. GROUND COVER SHALL BE DETERMINED BY GENERAL SITE FILL MATERIAL AND CLIMATIC CONDITIONS. (GROUND COVER MUST BE MAINTAINED AT MAXIMUM 6" HEIGHT.) REFER TO SHEET S-102 FOR FLOOR SLAB PLAN.

AutoCAD SHX Text 1.

AutoCAD SHX Text

PLAN NOTES

AutoCAD SHX Text 2.

AutoCAD SHX Text

FLOOR PLAN

AutoCAD SHX Text

VAA

AutoCAD SHX Text

MTW

AutoCAD SHX Text

CWJ

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 12879451

AutoCAD SHX Text

AutoCAD SHX Text

NBJ

AutoCAD SHX Text 3.

AutoCAD SHX Text

MIDLANT DC CORE

AutoCAD SHX Text

NAVAL STATION NORFOLK, VIRGINIA

AutoCAD SHX Text

NAVAL WEAPONS STATION

AutoCAD SHX Text

YORKTOWN, VIRGINIA

AutoCAD SHX Text

APPROVED BY C. SCOTT JENKINS

AutoCAD SHX Text

SUPERVISORY GENERAL ENGINEER

AutoCAD SHX Text

WITH NMCLANT, VIA EMAIL

AutoCAD SHX Text 02/03/2023

AutoCAD SHX Text

MMP/SLC

AutoCAD SHX Text

EJA

AutoCAD SHX Text

DSN

AutoCAD SHX Text 1614715

AutoCAD SHX Text N/A

AutoCAD SHX Text

ORIGINAL STANDARD DRAWING IS NAVFAC DRAWING NUMBER 18232900, SHEET 2 OF 37

FLOOR SLAB BAR SPLICES

ELEVATION A4

FLOOR SLAB PLAN

S-102

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AutoCAD SHX Text

TRENCH NO. 4

AutoCAD SHX Text

TRENCH NO.3

AutoCAD SHX Text

TRENCH NO.2

AutoCAD SHX Text

TRENCH NO.1

AutoCAD SHX Text %%uRETAINING WALL "A"

AutoCAD SHX Text #8@24 B

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text L

AutoCAD SHX Text

C SPLICE

AutoCAD SHX Text 11'-0"

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text %%uRETAINING

AutoCAD SHX Text %%uWALL "A"

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text 27'-6"

AutoCAD SHX Text

(TYP. AT RETAINING WALLS)

AutoCAD SHX Text 9"

AutoCAD SHX Text

(TYP. AT PILASTERS)

AutoCAD SHX Text #8@24 B

AutoCAD SHX Text #8@24 T

AutoCAD SHX Text #8@24 T

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

#9@12 B, EW

AutoCAD SHX Text #9@24 T

AutoCAD SHX Text #9@24 T

AutoCAD SHX Text #9@24 B

AutoCAD SHX Text #9@24 B

AutoCAD SHX Text #8@24 T&B

AutoCAD SHX Text #8@24 T&B

AutoCAD SHX Text #8@24 T&B

AutoCAD SHX Text #8@24 T&B

AutoCAD SHX Text #9@24 T&B

AutoCAD SHX Text #9@24 T&B

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text 11'-6"

AutoCAD SHX Text 3'-3"

AutoCAD SHX Text 3'-3"

AutoCAD SHX Text 3'-3"

AutoCAD SHX Text 11'-6"

AutoCAD SHX Text 11'-6"

AutoCAD SHX Text #9@24 T

AutoCAD SHX Text #9@24 T

AutoCAD SHX Text #9@24 B

AutoCAD SHX Text #9@24 B

AutoCAD SHX Text L

AutoCAD SHX Text

C SPLICE

AutoCAD SHX Text L

AutoCAD SHX Text

C SPLICE

AutoCAD SHX Text L

AutoCAD SHX Text #9@12 T&B

AutoCAD SHX Text

#9@24 T&B (TYP)

AutoCAD SHX Text #9 @12 B

AutoCAD SHX Text #9 @12 B

AutoCAD SHX Text #9 @12 B

AutoCAD SHX Text #9 @12 B

AutoCAD SHX Text #9 @12 B

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

C SPLICE

AutoCAD SHX Text L

AutoCAD SHX Text

4'-3" (#9 TYP)

AutoCAD SHX Text

3'-9" (#8 TYP)

AutoCAD SHX Text

SEE PLAN

AutoCAD SHX Text

T/FLOOR SLAB

AutoCAD SHX Text

3'-4" (#8 TYP) 3'-9" (#9 TYP)

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

TRENCH NO. 5

AutoCAD SHX Text

ALTERNATE BARS BAR SPACING = 12" (TYPICAL EACH WAY)

AutoCAD SHX Text

T/BEAM EL +14'-6"

AutoCAD SHX Text

T/PILASTER & PARAPET EL +20'-2"

AutoCAD SHX Text

T/EARTH FILL SEE DWG'S S-301 & S-302

AutoCAD SHX Text

DOOR OPNG. NO.4

AutoCAD SHX Text

T/TRENCH WALL & COVER EL 0'-0"

AutoCAD SHX Text

DOOR OPNG. NO.3

AutoCAD SHX Text

DOOR OPNG. NO.5

AutoCAD SHX Text

DOOR OPNG. NO.1

AutoCAD SHX Text

DOOR OPNG. NO.2

AutoCAD SHX Text NOTES: 1. FOR "RETAINING WALL ELEVATION" SEE DWG. S-103. FOR "RETAINING WALL ELEVATION" SEE DWG. S-103. 2. FOR ADDITIONAL REINFORCING AT DOOR TRENCHES SEE FOR ADDITIONAL REINFORCING AT DOOR TRENCHES SEE DWG'S S-503 AND S-504. 3. FOR STAGGERED SPLICES: FOR STAGGERED SPLICES: BAR SPLICES INDICATED THUS STAGGER ALTERNATE BAR SPLICES AS INDICATED ON PLAN SEE SECTION "FLOOR SLAB BAR SPLICES" THIS DWG.

AutoCAD SHX Text

AIR INTAKE DUCT (TYP)

AutoCAD SHX Text B5

AutoCAD SHX Text S-302

AutoCAD SHX Text B4

AutoCAD SHX Text S-301

AutoCAD SHX Text

C SPLICE

AutoCAD SHX Text 41'-10"

AutoCAD SHX Text 50'-10"

AutoCAD SHX Text C5

AutoCAD SHX Text S-304

AutoCAD SHX Text

EARTH FILL (BEYOND)

AutoCAD SHX Text

AutoCAD SHX Text 2.5

AutoCAD SHX Text 41'-10"

AutoCAD SHX Text 50'-10"

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

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AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CONSTR. CONTR. NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 25 AUGUST 2020

AutoCAD SHX Text

CHK

AutoCAD SHX Text

SATISFACTORY TO DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text

OF

AutoCAD SHX Text

EPROJECT NO.

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CHIEF ENG/ARCH

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text 0'

AutoCAD SHX Text 1/8"=1'-0"

AutoCAD SHX Text 30'

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text

SCALE: 1/8" = 1'-0"

AutoCAD SHX Text S-101

AutoCAD SHX Text

SCALE: 1/8" = 1'-0"

AutoCAD SHX Text

SLAB PLAN AND FRONT ELEVATION

AutoCAD SHX Text

VAA

AutoCAD SHX Text

MTW

AutoCAD SHX Text

CWJ

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 12879452

AutoCAD SHX Text

AutoCAD SHX Text

NBJ

AutoCAD SHX Text

MIDLANT DC CORE

AutoCAD SHX Text

NAVAL STATION NORFOLK, VIRGINIA

AutoCAD SHX Text

NAVAL WEAPONS STATION

AutoCAD SHX Text

YORKTOWN, VIRGINIA

AutoCAD SHX Text

APPROVED BY C. SCOTT JENKINS

AutoCAD SHX Text

SUPERVISORY GENERAL ENGINEER

AutoCAD SHX Text

WITH NMCLANT, VIA EMAIL

AutoCAD SHX Text 02/03/2023

AutoCAD SHX Text

MMP/SLC

AutoCAD SHX Text

EJA

AutoCAD SHX Text

DSN

AutoCAD SHX Text 1614715

AutoCAD SHX Text N/A

AutoCAD SHX Text

ORIGINAL STANDARD DRAWING IS NAVFAC DRAWING NUMBER 18232901, SHEET 3 OF 37

FOUNDATION PLAN - RETAINING WALL "A" SHOWN

ELEVATION - RETAINING WALL "A" SHOWN

C3

A3

S-103

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AutoCAD SHX Text #8@12 T

AutoCAD SHX Text #8@12 T

AutoCAD SHX Text #5@12 T&B

AutoCAD SHX Text 1-#7 T&B

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text

#6@12 NF, FF

AutoCAD SHX Text #4 @12

AutoCAD SHX Text

#5@12 NF

AutoCAD SHX Text

#6@12 FF

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text

#6@12 NF,FF

AutoCAD SHX Text

2-#6 ADD'L

AutoCAD SHX Text

AIR INTAKE DUCT

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

2-#6 ADD'L

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text

#6@12 FF

AutoCAD SHX Text

T/WALL

AutoCAD SHX Text

#6@12 NF

AutoCAD SHX Text 9"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

FIN. GRADE

AutoCAD SHX Text 1-#7 T&B

AutoCAD SHX Text

C SPLICE

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text L

AutoCAD SHX Text #5@12 T&B

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

C TRENCH DRAIN

AutoCAD SHX Text L

AutoCAD SHX Text #5@12

AutoCAD SHX Text

NF,FF

AutoCAD SHX Text

#5@12 NF,FF

AutoCAD SHX Text

CONST. JT.

AutoCAD SHX Text

CONST. JT.

AutoCAD SHX Text

CONST. JT.

AutoCAD SHX Text

CONST. JT.

AutoCAD SHX Text 2-#6

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text

#6@12 NF, FF

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

#6@12 FF (OMIT @ AIR INTAKE OPNG)

AutoCAD SHX Text 2-#6x6'-0"LG ADD'L (TYP)

AutoCAD SHX Text

T/TRENCH COVER EL = FF

AutoCAD SHX Text

FOR TRENCH DRAIN SEE DETAIL

AutoCAD SHX Text

CONST. JT. AT FLOOR SLAB FOR RETAINING WALL FTG.

AutoCAD SHX Text C5

AutoCAD SHX Text S-301

AutoCAD SHX Text A2

AutoCAD SHX Text S-501

AutoCAD SHX Text C4

AutoCAD SHX Text S-501

AutoCAD SHX Text A3

AutoCAD SHX Text S-501

AutoCAD SHX Text C3

AutoCAD SHX Text S-501

AutoCAD SHX Text

(MIN.)

AutoCAD SHX Text C3

AutoCAD SHX Text S-103

AutoCAD SHX Text 21'-8"

AutoCAD SHX Text

T/FOOTING TO T/WALL

AutoCAD SHX Text 20'-2"

AutoCAD SHX Text

FF TO T/WALL

AutoCAD SHX Text

AutoCAD SHX Text 2.5

AutoCAD SHX Text

EARTH FILL (BEYOND)

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CONSTR. CONTR. NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 25 AUGUST 2020

AutoCAD SHX Text

CHK

AutoCAD SHX Text

SATISFACTORY TO DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text

OF

AutoCAD SHX Text

EPROJECT NO.

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CHIEF ENG/ARCH

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text 1'

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text 15'

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

AutoCAD SHX Text 1'

AutoCAD SHX Text 0'

AutoCAD SHX Text

SCALE: 1/4" = 1'-0"

AutoCAD SHX Text

RETAINING WALL "B" OPPOSITE HAND

AutoCAD SHX Text

SCALE: 1/4" = 1'-0"

AutoCAD SHX Text

RETAINING WALL "B" OPPOSITE HAND, SIMILAR

AutoCAD SHX Text S-103

AutoCAD SHX Text S-101

AutoCAD SHX Text

RETAINING WALL PLAN & ELEVATION

AutoCAD SHX Text

VAA

AutoCAD SHX Text

MTW

AutoCAD SHX Text

CWJ

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 12879453

AutoCAD SHX Text

AutoCAD SHX Text

NBJ

AutoCAD SHX Text

MIDLANT DC CORE

AutoCAD SHX Text

NAVAL STATION NORFOLK, VIRGINIA

AutoCAD SHX Text

NAVAL WEAPONS STATION

AutoCAD SHX Text

YORKTOWN, VIRGINIA

AutoCAD SHX Text

APPROVED BY C. SCOTT JENKINS

AutoCAD SHX Text

SUPERVISORY GENERAL ENGINEER

AutoCAD SHX Text

WITH NMCLANT, VIA EMAIL

AutoCAD SHX Text 02/03/2023

AutoCAD SHX Text

MMP/SLC

AutoCAD SHX Text

EJA

AutoCAD SHX Text

DSN

AutoCAD SHX Text 1614715

AutoCAD SHX Text N/A

AutoCAD SHX Text

ORIGINAL STANDARD DRAWING IS NAVFAC DRAWING NUMBER 18232902, SHEET 4 OF 37

ROOF PLAN

TYPICAL SPACING OF ROOF REINFORCEMENT

GRAPHIC SCALE:

S-104

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AutoCAD SHX Text 9'-0"

AutoCAD SHX Text

PARAPET

AutoCAD SHX Text 4"

AutoCAD SHX Text 8"

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text

SEE SECT'S ON

AutoCAD SHX Text

DWG'S S-301 & S-302

AutoCAD SHX Text

C SPLICE

AutoCAD SHX Text L

AutoCAD SHX Text L

AutoCAD SHX Text 5"

AutoCAD SHX Text 10"

AutoCAD SHX Text 10"

AutoCAD SHX Text 5"

AutoCAD SHX Text 5"

AutoCAD SHX Text 5"

AutoCAD SHX Text 5"

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text #5T

AutoCAD SHX Text #6B

AutoCAD SHX Text #6T

AutoCAD SHX Text #7B

AutoCAD SHX Text #7T

AutoCAD SHX Text #5B

AutoCAD SHX Text #6T

AutoCAD SHX Text #3T

AutoCAD SHX Text #5T

AutoCAD SHX Text #3B

AutoCAD SHX Text #6T

AutoCAD SHX Text #7B

AutoCAD SHX Text #7B

AutoCAD SHX Text #6B

AutoCAD SHX Text #3B

AutoCAD SHX Text #3T

AutoCAD SHX Text #5T

AutoCAD SHX Text #5T

AutoCAD SHX Text #7T

AutoCAD SHX Text #7T

AutoCAD SHX Text #7B

AutoCAD SHX Text #7B

AutoCAD SHX Text #4T

AutoCAD SHX Text #6B

AutoCAD SHX Text #6T

AutoCAD SHX Text #4B

AutoCAD SHX Text #7B

AutoCAD SHX Text #6T

AutoCAD SHX Text #7T

AutoCAD SHX Text #4B

AutoCAD SHX Text #6T

AutoCAD SHX Text #6B

AutoCAD SHX Text #4T

AutoCAD SHX Text L

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text L

AutoCAD SHX Text

C BUILDING (SYM. ABOUT C)

AutoCAD SHX Text

(TYP. ALL AROUND)

AutoCAD SHX Text

6" HAUNCH

AutoCAD SHX Text

MIDDLE STRIP

AutoCAD SHX Text

COL. STRIP

AutoCAD SHX Text

STRIP

AutoCAD SHX Text

WALL

AutoCAD SHX Text

MIDDLE STRIP

AutoCAD SHX Text

COL. STRIP

AutoCAD SHX Text

MIDDLE STRIP

AutoCAD SHX Text

STRIP

AutoCAD SHX Text

WALL

AutoCAD SHX Text

D=8'-6"(TYP)

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text 14'-0"

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text 14'-0"

AutoCAD SHX Text 16'-0"

AutoCAD SHX Text 32'-0"

AutoCAD SHX Text 32'-0"

AutoCAD SHX Text 9'-2"

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text 14'-0"

AutoCAD SHX Text 18'-0"

AutoCAD SHX Text 14'-0"

AutoCAD SHX Text 18'-4"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text 14'-0"

AutoCAD SHX Text 30'-0"

AutoCAD SHX Text 26'-0"

AutoCAD SHX Text #7T

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text #5T

AutoCAD SHX Text #7B

AutoCAD SHX Text #7B

AutoCAD SHX Text

ALTERNATING REINFORCING

AutoCAD SHX Text

CONTINUOUS REINFORCING

AutoCAD SHX Text NOTES: 1. ALL REINFORCING BARS SHALL BE SPACED AT ALL REINFORCING BARS SHALL BE SPACED AT 10"O.C. UNLESS NOTED OTHERWISE. SEE "TYPICAL SPACING OF ROOF REINFORCEMENT" THIS DRAWING. 2. STAGGERED SPLICES SHOWN THUSSTAGGERED SPLICES SHOWN THUS

AutoCAD SHX Text

VENTILATOR SEE DETAIL (TYP)

AutoCAD SHX Text

WALL STRIP

AutoCAD SHX Text

MIDDLE STRIP (TYP)

AutoCAD SHX Text

COL. STRIP (TYP)

AutoCAD SHX Text

1/2" MIDDLE STRIP

AutoCAD SHX Text

FOR SPACING SEE NOTE NO.1

AutoCAD SHX Text

REINF. SYM. AB0UT COLUMN C

AutoCAD SHX Text

C ALTERNATING SPLICE

AutoCAD SHX Text

SCALE: 1/8" = 1'-0"

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text B5

AutoCAD SHX Text S-302

AutoCAD SHX Text A5

AutoCAD SHX Text S-302

AutoCAD SHX Text A5

AutoCAD SHX Text S-302

AutoCAD SHX Text A4

AutoCAD SHX Text S-301

AutoCAD SHX Text B4

AutoCAD SHX Text S-301

AutoCAD SHX Text A4

AutoCAD SHX Text S-301

AutoCAD SHX Text A4

AutoCAD SHX Text S-303

AutoCAD SHX Text B4

AutoCAD SHX Text S-301

AutoCAD SHX Text A2

AutoCAD SHX Text S-506

AutoCAD SHX Text L

AutoCAD SHX Text

SIM.

AutoCAD SHX Text

DOOR OPNG. NO.1

AutoCAD SHX Text

DOOR OPNG. NO.2

AutoCAD SHX Text

DOOR OPNG. NO.3

AutoCAD SHX Text

DOOR OPNG. NO.4

AutoCAD SHX Text

DOOR OPNG. NO.5

AutoCAD SHX Text 50'-10"

AutoCAD SHX Text C4

AutoCAD SHX Text S-303

AutoCAD SHX Text

SOIL DEPTH GAUGE (TYP) AT FOUR CORNERS AND CENTER OF ROOF (5 TOTAL)

AutoCAD SHX Text 50'-10"

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CONSTR. CONTR. NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 25 AUGUST 2020

AutoCAD SHX Text

CHK

AutoCAD SHX Text

SATISFACTORY TO DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text

OF

AutoCAD SHX Text

EPROJECT NO.

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CHIEF ENG/ARCH

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text 0'

AutoCAD SHX Text 1/8"=1'-0"

AutoCAD SHX Text 30'

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text

TABLE S104A

AutoCAD SHX Text

SPLICE AND DEVELOPMENT LENGTH TABLE (TYP UNO)

AutoCAD SHX Text

BAR SIZE, NO.

AutoCAD SHX Text

NOMINAL DIAMETER, IN

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DEVELOPMENT

AutoCAD SHX Text

NON-ROOF SPLICE

AutoCAD SHX Text

ROOF SPLICE

AutoCAD SHX Text

TOP BAR

AutoCAD SHX Text

OTHER BAR

AutoCAD SHX Text

TOP BAR

AutoCAD SHX Text

OTHER BAR

AutoCAD SHX Text

TOP BAR

AutoCAD SHX Text

OTHER BAR

AutoCAD SHX Text

AutoCAD SHX Text 0.375

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 0.5

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 0.625

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 0.75

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 0.875

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1.128

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1.27

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1.41

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ROOF PLAN

AutoCAD SHX Text

VAA

AutoCAD SHX Text

MTW

AutoCAD SHX Text

CWJ

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 12879454

AutoCAD SHX Text

AutoCAD SHX Text

NBJ

AutoCAD SHX Text

MIDLANT DC CORE

AutoCAD SHX Text

NAVAL STATION NORFOLK, VIRGINIA

AutoCAD SHX Text

NAVAL WEAPONS STATION

AutoCAD SHX Text

YORKTOWN, VIRGINIA

AutoCAD SHX Text

APPROVED BY C. SCOTT JENKINS

AutoCAD SHX Text

SUPERVISORY GENERAL ENGINEER

AutoCAD SHX Text

WITH NMCLANT, VIA EMAIL

AutoCAD SHX Text 02/03/2023

AutoCAD SHX Text

MMP/SLC

AutoCAD SHX Text

EJA

AutoCAD SHX Text

DSN

AutoCAD SHX Text 1614715

AutoCAD SHX Text N/A

AutoCAD SHX Text

ORIGINAL STANDARD DRAWING IS NAVFAC DRAWING NUMBER 18232903, SHEET 5 OF 37

SECTION (COLUMN STRIP) B4

SECTION (TYPICAL FOR WALL & MIDDLE STRIPS) A4

SECTION D5

DETAIL C5

DETAIL A5

GRAPHIC SCALE:

S-301

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S

TE

M S

C O

M M

A N

D

P-

NM

C O

RD

NA

NC

E

FA

CI

LI

TI

ES

R

EC

AP

, P

HA

SE

AutoCAD SHX Text

FOR DETAIL SEE

AutoCAD SHX Text

DWG'S S-503, S-504

AutoCAD SHX Text

C SPLICE

AutoCAD SHX Text #5

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

SEE PLANS

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text

WALL STRIP

AutoCAD SHX Text

MIDDLE STRIP

AutoCAD SHX Text 25'-0"

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text

1/2 COL. STRIP

AutoCAD SHX Text

1/2 COL. STRIP

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text

MIDDLE STRIP

AutoCAD SHX Text 25'-0"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text

WALL STRIP

AutoCAD SHX Text

C ALT. SPLICE

AutoCAD SHX Text

C COL.

AutoCAD SHX Text 2'-4"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

C ALT. SPLICE

AutoCAD SHX Text

C SPLICE

AutoCAD SHX Text #7@10

AutoCAD SHX Text #5@10

AutoCAD SHX Text

FOR WALL REINF

AutoCAD SHX Text

SEE SECT.

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 15'-10"

AutoCAD SHX Text

C SPLICE

AutoCAD SHX Text #5

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

SEE PLANS

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text

C ALT. SPLICE

AutoCAD SHX Text

WALL STRIP

AutoCAD SHX Text #6

AutoCAD SHX Text #6

AutoCAD SHX Text #7

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

T/FIN. FL.

AutoCAD SHX Text

EL VARIES

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text

MIDDLE STRIP

AutoCAD SHX Text 8'-6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text #11

AutoCAD SHX Text #11

AutoCAD SHX Text 2'-8"%%C

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text #7@5" E.W.

AutoCAD SHX Text

C COLUMN

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text #7

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text

1/2 COL. STRIP

AutoCAD SHX Text 8"

AutoCAD SHX Text 25'-0"

AutoCAD SHX Text 25'-0"

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text

MIDDLE STRIP

AutoCAD SHX Text

WALL STRIP

AutoCAD SHX Text

ALT. SPLICE

AutoCAD SHX Text

SPLICE

AutoCAD SHX Text

ROOF SLAB

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 0"

AutoCAD SHX Text #6 @10

AutoCAD SHX Text #5

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text

2'-0" (MIN)

AutoCAD SHX Text #7@10

AutoCAD SHX Text #5@10

AutoCAD SHX Text

#5 SPIRAL @ 3

AutoCAD SHX Text 9'-5"

AutoCAD SHX Text 2.5

AutoCAD SHX Text

AutoCAD SHX Text

EL = +0'-3"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 13'-8"

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text L

AutoCAD SHX Text L

AutoCAD SHX Text L

AutoCAD SHX Text L

AutoCAD SHX Text L

AutoCAD SHX Text L

AutoCAD SHX Text L

AutoCAD SHX Text

6"(TYP)

AutoCAD SHX Text 6"

AutoCAD SHX Text

1 1/2"CL(MIN)

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

3/4"CL

AutoCAD SHX Text

2"CL

AutoCAD SHX Text

1 1/2"CL

AutoCAD SHX Text 0"

AutoCAD SHX Text 0"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1'-1 3/4"

AutoCAD SHX Text 10 1/4"

AutoCAD SHX Text

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text L

AutoCAD SHX Text

WALL

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text #9 E.W.

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text #9

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text #5

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text #5

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

CL

AutoCAD SHX Text

C SPLICE

AutoCAD SHX Text L

AutoCAD SHX Text L

AutoCAD SHX Text

C SPLICE

AutoCAD SHX Text

C ALT. SPLICE

AutoCAD SHX Text L

AutoCAD SHX Text L

AutoCAD SHX Text

C ALT. SPLICE

AutoCAD SHX Text

CONST.

AutoCAD SHX Text

JT.

AutoCAD SHX Text

CONST. JT.

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 4'-4"

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text #8

AutoCAD SHX Text

CONST. JT.

AutoCAD SHX Text

CONST. JT.

AutoCAD SHX Text #6 @10

AutoCAD SHX Text #5 @10

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text #8

AutoCAD SHX Text #9

AutoCAD SHX Text

CONST. JT.

AutoCAD SHX Text

CONST. JT.

AutoCAD SHX Text #9

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 1'-10"

AutoCAD SHX Text 3'-10"

AutoCAD SHX Text

1/2 COL. STRIP

AutoCAD SHX Text

#11 DWL'S

AutoCAD SHX Text #5 @10

AutoCAD SHX Text 8"

AutoCAD SHX Text

CONTINUOUS SELF ADHERING MEMBRANE WATER PROOFING W/PROTECTION BOARD (TYP)

AutoCAD SHX Text

CONTINUOUS MEMBRANE WATERPROOFING W/PROTECTION BOARD

AutoCAD SHX Text

END OF CONTINUOUS FILTER CLOTH (TYP)

AutoCAD SHX Text

FOR TRENCH DETAILS SEE DWG. S-503 AND S-504

AutoCAD SHX Text

T/TRENCH WALL & COVER EL = FF

AutoCAD SHX Text

VAPOR BARRIER (TYP)

AutoCAD SHX Text

20-#6 (18° APART, TYP)

AutoCAD SHX Text

FOR REINF. SEE DWG'S S-503, S-504 AND S-505

AutoCAD SHX Text

T/ PILASTER EL = +20'-2" ABOVE FF.

AutoCAD SHX Text

C 6" PERFORATEDDRAIN

AutoCAD SHX Text NOTES: 1. FOR ROOF SLAB REINFORCING, SEE DRAWING S-104. FOR ROOF SLAB REINFORCING, SEE DRAWING S-104. 2. FOR FLOOR SLAB REINFORCING, SEE DRAWING S-102 FOR FLOOR SLAB REINFORCING, SEE DRAWING S-102 3. FOR ADDITIONAL REINFORCING AT TRENCH, SEE DRAWINGS FOR ADDITIONAL REINFORCING AT TRENCH, SEE DRAWINGS S-503 AND S-504.

AutoCAD SHX Text

VENTILATOR FOR DETAILS SEE

AutoCAD SHX Text

SCALE: 1/4"=1'-0"

AutoCAD SHX Text S-101, S-102, S-104, S-301

AutoCAD SHX Text

SCALE: 1/4"=1'-0"

AutoCAD SHX Text S-104

AutoCAD SHX Text D5

AutoCAD SHX Text S-301

AutoCAD SHX Text A5

AutoCAD SHX Text S-301

AutoCAD SHX Text

AND S-505

AutoCAD SHX Text B4

AutoCAD SHX Text S-301

AutoCAD SHX Text A3

AutoCAD SHX Text S-505

AutoCAD SHX Text C3

AutoCAD SHX Text S-505

AutoCAD SHX Text

1'-6" THICK ROOF SLAB

AutoCAD SHX Text

4. REFER TO SHEET B-201 FOR GROUND IMPROVEMENT PLAN. REFER TO SHEET B-201 FOR GROUND IMPROVEMENT PLAN. 5. FOR ALTERNATE SUBSURFACE DRAINAGE SYSTEM, SEE DRAWING S-502. FOR ALTERNATE SUBSURFACE DRAINAGE SYSTEM, SEE DRAWING S-502. 6. SEE TABLE S104A FOR SPLICE AND DEVELOPMENT LENGTHS.SEE TABLE S104A FOR SPLICE AND DEVELOPMENT LENGTHS.

AutoCAD SHX Text A2

AutoCAD SHX Text S-506

AutoCAD SHX Text 2.5

AutoCAD SHX Text

AutoCAD SHX Text

36" THICK LOAD TRANSFER PLATFORM, REFER TO NOTE 4

AutoCAD SHX Text

ASTM C33 SAND

AutoCAD SHX Text

VDOT NO. 57 STONE

AutoCAD SHX Text

MAGAZINE EMBANKMENT FILL (TYP)

AutoCAD SHX Text

NON-WOVEN GEOTEXTILE

AutoCAD SHX Text

NON-WOVEN GEOTEXTILE

AutoCAD SHX Text

1'-0" ASTM C33 SAND

AutoCAD SHX Text

2'-0" (MIN)

AutoCAD SHX Text

ASTM C33 SAND

AutoCAD SHX Text

ABOVE FF.

AutoCAD SHX Text

T/ PILASTER EL = +20'-2" ABOVE FF.

AutoCAD SHX Text

#5 SPIRAL @ 3

AutoCAD SHX Text 20-#11

AutoCAD SHX Text D=2'-8"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text #5 @12

AutoCAD SHX Text 4"

AutoCAD SHX Text

1-#6 CONT

AutoCAD SHX Text

2-#6 CONT

AutoCAD SHX Text 4"

AutoCAD SHX Text 8"

AutoCAD SHX Text 1'-O"

AutoCAD SHX Text

CL

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text

T/EARTH FILL

AutoCAD SHX Text

1" CHAMFER (TYP)

AutoCAD SHX Text

1 1/2"CL

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

CONST. JT.

AutoCAD SHX Text 1'-1O"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

1 1/2" CLEAR TO SPIRAL

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

4" PIPE DRAINW/SECURED GRATE

AutoCAD SHX Text

LOW MOUNT DOOR TRENCH EL -1'-0 1/2"

AutoCAD SHX Text

T/PARAPET EL = +20'-2" ABOVE FF.

AutoCAD SHX Text

CAULK FLASHING IN REGLET

AutoCAD SHX Text

METAL CAP FLASHING

AutoCAD SHX Text

WATERPROOF MEMBRANE W/PROTECTION BOARD

AutoCAD SHX Text

SCALE: 3/4"=1'-0"

AutoCAD SHX Text S-301, S-302

AutoCAD SHX Text

SCALE: 3/4"=1'-0"

AutoCAD SHX Text S-101, S-103, S-304, S-503

AutoCAD SHX Text

SCALE: 3/4"=1'-0"

AutoCAD SHX Text S-301, S-503

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CONSTR. CONTR. NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 25 AUGUST 2020

AutoCAD SHX Text

CHK

AutoCAD SHX Text

SATISFACTORY TO DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text

OF

AutoCAD SHX Text

EPROJECT NO.

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CHIEF ENG/ARCH

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text 1'

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text 15'

AutoCAD SHX Text 10'

AutoCAD SHX Text 5'

AutoCAD SHX Text 1'

AutoCAD SHX Text 0'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3/4"=1'-0"

AutoCAD SHX Text 4'

AutoCAD SHX Text 6"

AutoCAD SHX Text 0'

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 3'

AutoCAD SHX Text

SECTIONS AND DETAILS

AutoCAD SHX Text

VAA

AutoCAD SHX Text

MTW

AutoCAD SHX Text

CWJ

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 12879455

AutoCAD SHX Text

AutoCAD SHX Text

NBJ

AutoCAD SHX Text

MIDLANT DC CORE

AutoCAD SHX Text

NAVAL STATION NORFOLK, VIRGINIA

AutoCAD SHX Text

NAVAL WEAPONS STATION

AutoCAD SHX Text

YORKTOWN, VIRGINIA

AutoCAD SHX Text

APPROVED BY C. SCOTT JENKINS

AutoCAD SHX Text

SUPERVISORY GENERAL ENGINEER

AutoCAD SHX Text

WITH NMCLANT, VIA EMAIL

AutoCAD SHX Text 02/03/2023

AutoCAD SHX Text

MMP/SLC

AutoCAD SHX Text

EJA

AutoCAD SHX Text

DSN

AutoCAD SHX Text 1614715

AutoCAD SHX Text N/A

AutoCAD SHX Text

ORIGINAL STANDARD DRAWING IS NAVFAC DRAWING NUMBER 18232904, SHEET 6 OF 37

SECTION (COLUMN STRIP)

SECTION (TYPICAL FOR WALL & MIDDLE STRIPS)

B5

A5

GRAPHIC SCALE:

S-302

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S

TE

M S

C O

M M

A N

D

P-

NM

C O

RD

NA

NC

E

FA

CI

LI

TI

ES

R

EC

AP

, P

HA

SE

AutoCAD SHX Text

FOR WALL REINF.

AutoCAD SHX Text

SEE SECT.

AutoCAD SHX Text

1/2 MIDDLE STRIP

AutoCAD SHX Text 2'-4"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text #6

AutoCAD SHX Text #6 @10

AutoCAD SHX Text

6" (TYP)

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text

#7@10"EF

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

WALL

AutoCAD SHX Text 31'-4"

AutoCAD SHX Text

WALL STRIP

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text

C ALT. SPLICE

AutoCAD SHX Text #6

AutoCAD SHX Text #5 T. & B.

AutoCAD SHX Text

MIDDLE STRIP

AutoCAD SHX Text

1/2 COL. STRIP

AutoCAD SHX Text #7@5

AutoCAD SHX Text

#5@10"EF

AutoCAD SHX Text

2'-0" (MIN)

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

PERFORATED

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

CONTINUOUS

AutoCAD SHX Text

MEMBRANE

AutoCAD SHX Text

WATERPROOFING

AutoCAD SHX Text

DRAIN

AutoCAD SHX Text

#11 DWL'S

AutoCAD SHX Text

T/FIN. FL.

AutoCAD SHX Text

#5 SPIRAL @ 3

AutoCAD SHX Text #11

AutoCAD SHX Text 2'-8"%%C

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 20-#6

AutoCAD SHX Text

(18%%D APART)

AutoCAD SHX Text #6 & #7 T&B

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

MIDDLE STRIP

AutoCAD SHX Text 32'-0"

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text #5 T. & B.

AutoCAD SHX Text

1/2 MIDDLE STRIP

AutoCAD SHX Text #5 T&B

AutoCAD SHX Text

SYMM. ABOUT

AutoCAD SHX Text

C BUILDING

AutoCAD SHX Text 32'-0"

AutoCAD SHX Text L

AutoCAD SHX Text L

AutoCAD SHX Text #7@5

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text #6 & #7 T&B

AutoCAD SHX Text 1'-3"

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

2" CL

AutoCAD SHX Text

1" CL

AutoCAD SHX Text

AutoCAD SHX Text

VAPOR BARRIER (TYP)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

3/4 "CL

AutoCAD SHX Text 0"

AutoCAD SHX Text #7

AutoCAD SHX Text 3"

AutoCAD SHX Text

CL

AutoCAD SHX Text

AutoCAD SHX Text C 6"%%C

AutoCAD SHX Text L

AutoCAD SHX Text L

AutoCAD SHX Text

C SPLICE

AutoCAD SHX Text #7

AutoCAD SHX Text 2"

AutoCAD SHX Text

CL

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text L

AutoCAD SHX Text

C ALT. SPLICE

AutoCAD SHX Text

C SPLICE

AutoCAD SHX Text L

AutoCAD SHX Text

C ALT. SPLICE

AutoCAD SHX Text L

AutoCAD SHX Text L

AutoCAD SHX Text

C SPLICE

AutoCAD SHX Text #7

AutoCAD SHX Text

T/ROOF

AutoCAD SHX Text

EL. VARIES

AutoCAD SHX Text #7@5

AutoCAD SHX Text #7@5

AutoCAD SHX Text

C ALT. SPLICE

AutoCAD SHX Text L

AutoCAD SHX Text L

AutoCAD SHX Text

C SPLICE

AutoCAD SHX Text #7

AutoCAD SHX Text #7

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text #6

AutoCAD SHX Text #6

AutoCAD SHX Text #4

AutoCAD SHX Text #4

AutoCAD SHX Text #6

AutoCAD SHX Text #6

AutoCAD SHX Text

EL. VARIES

AutoCAD SHX Text

T/ROOF

AutoCAD SHX Text

EL VARIES

AutoCAD SHX Text #4

AutoCAD SHX Text #4

AutoCAD SHX Text #6

AutoCAD SHX Text

CL

AutoCAD SHX Text 2"

AutoCAD SHX Text

3/4" CL

AutoCAD SHX Text L

AutoCAD SHX Text

C SPLICE

AutoCAD SHX Text

C ALT. SPLICE

AutoCAD SHX Text L

AutoCAD SHX Text

C ALT. SPLICE

AutoCAD SHX Text L

AutoCAD SHX Text L

AutoCAD SHX Text

C SPLICE

AutoCAD SHX Text

C SPLICE

AutoCAD SHX Text L

AutoCAD SHX Text L

AutoCAD SHX Text

C ALT. SPLICE

AutoCAD SHX Text

W/PROTECTION

AutoCAD SHX Text

BOARD

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text #6 @10

AutoCAD SHX Text #9 E.W.

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text L

AutoCAD SHX Text

C SPLICE

AutoCAD SHX Text

C SPLICE

AutoCAD SHX Text L

AutoCAD SHX Text 6"

AutoCAD SHX Text

1 1/2" CL

AutoCAD SHX Text

CONST. JT.

AutoCAD SHX Text

CONST. JT.

AutoCAD SHX Text

CONST. JT.

AutoCAD SHX Text

(TYP. MID

AutoCAD SHX Text

CONST. JT.

AutoCAD SHX Text

(TYP. MID SPAN)

AutoCAD SHX Text

CONST. JT.

AutoCAD SHX Text

CONST. JT.

AutoCAD SHX Text

CONST. JT.

AutoCAD SHX Text

CONST. JT.

AutoCAD SHX Text

CONST. JT.

AutoCAD SHX Text

CONST. JT.

AutoCAD SHX Text L

AutoCAD SHX Text

C COLUMN

AutoCAD SHX Text

C ALT. SPLICE

AutoCAD SHX Text L

AutoCAD SHX Text

C ALT. SPLICE

AutoCAD SHX Text L

AutoCAD SHX Text

C SPLICE

AutoCAD SHX Text L

AutoCAD SHX Text L

AutoCAD SHX Text

C ALT. SPLICE

AutoCAD SHX Text L

AutoCAD SHX Text

C ALT. SPLICE

AutoCAD SHX Text L

AutoCAD SHX Text

C SPLICE

AutoCAD…

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