1588748dwg9of10Structural.pdf

PDF 10 MB Posted Nov 9, 2020

Attached to: P169 NMC ORDNANCE FACILITIES RECAPITALIZATION, YORKTOWN, VA
Solicitation number: N4008520R0036
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details on a federal contract opportunity for design-build services. The solicitation number is N4008520R0036 for the P169 NMC Ordnance Facilities Recapitalization project at the Naval Weapons Station in Yorktown, Virginia. The Department of the Navy, Naval Facilities Engineering Command is the contracting agency seeking these services which include the design and construction of ordnance facilities at the specified location. Responses are due based on the standard FAR solicitation process and guidelines.

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Other files

File	Type	Posted
N40085-20-R-0036 Amendment 0005.pdf	PDF	Dec 18, 2020
N40085-20-R-0036 Amendment 0004.pdf	PDF	Dec 14, 2020
N40085-20-R-0036 Amendment 0003.pdf	PDF	Dec 11, 2020
N4008520R0036 Amendment 0002.pdf	PDF	Dec 1, 2020
N40085-20-R-0036 Amenmdnet 0001.pdf	PDF	Nov 13, 2020
1588748dwg8of10Landscape.pdf	PDF	Nov 9, 2020
1588748spc2of2.pdf	PDF	Nov 9, 2020
Attachment H - Price Proposal Form.pdf	PDF	Nov 9, 2020
1588748dwg3of10Survey.pdf	PDF	Nov 9, 2020
1588748dwg7of10Civil.pdf	PDF	Nov 9, 2020
1588748dwg6of10Civil.pdf	PDF	Nov 9, 2020
Attachment D - Past Performance Questionnaire.docx.pdf	PDF	Nov 9, 2020
1588748dwg1of10General.pdf	PDF	Nov 9, 2020
Attachment A - Pre-Proposal Inquiry Form.xlsx	XLSX spreadsheet	Nov 9, 2020
Attachment E - Small Business Subcontracting Plan.docx.pdf	PDF	Nov 9, 2020
Attachment G - Small Business Participation and Commitment Strategy.docx.pdf	PDF	Nov 9, 2020
Attachment C - Construction Experience Project Data Sheet.docx.pdf	PDF	Nov 9, 2020
1588748dwg5of10Civil.pdf	PDF	Nov 9, 2020
1588748dwg10of10Electrical.pdf	PDF	Nov 9, 2020
Attachment B_SECNAV_5512_1_11787.pdf	PDF	Nov 9, 2020
1588748dwg2of10HazMat.pdf	PDF	Nov 9, 2020
Attachment F - Small Business Subcontracting Record.docx.pdf	PDF	Nov 9, 2020
1588748dwg4of10Geotechnical.pdf	PDF	Nov 9, 2020
20R0036 P169 SF1442.pdf	PDF	Nov 9, 2020
1588748spc1of2.pdf	PDF	Nov 9, 2020

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S-001

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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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DESCRIPTION

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DATE

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DRAWFORM REVISION: 07 AUG 2018

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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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EPROJECT NO.

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UNCLASSIFIED

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UNCLASSIFIED

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UNCLASSIFIED

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PM/DM

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REVISED NAVFAC DRAWING 14021368

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REVISED REBAR SPLICE/DEVELOPMENT

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, PILASTERS, BEAMS, RETAINING WALLS AND LOADING DOCKS EXTERIOR CONCRETE EXPOSED TO WEATHER, PILASTERS, BEAMS, 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 MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315), 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 SHAPES SHALL CONFORM TO THE STANDARD SPECIFICATION FOR STRUCTURAL STEEL STRUCTURAL STEEL SHAPES SHALL CONFORM TO THE STANDARD SPECIFICATION FOR STRUCTURAL STEEL SHAPES, ASTM A-992. 9. UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL PLATES AND BARS SHALL CONFORM TO THE UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL PLATES AND BARS SHALL CONFORM TO THE STANDARD SPECIFICATION FOR CARBON STRUCTURAL STEEL ASTM A36. 10. METAL ROOFING AND SIDING SHALL CONFORM TO THE NORTH AMAERICAN SPECIFICATION FOR THE DESIGN METAL ROOFING AND SIDING SHALL CONFORM TO THE NORTH AMAERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL MEMBERS BY THE AMERICAN IRON AND STEEL INSTITUTE (AISI), LATEST EDITION. 11. 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 CONSTUCTION (AISC), LATEST EDITION. 12. 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. 13. BOLTS, NUTS, AND WASHERS SHALL CONFORM TO THE STANDARD SPECIFICATION FOR CARBON STEEL BOLTS, NUTS, AND WASHERS SHALL CONFORM TO THE STANDARD SPECIFICATION FOR CARBON STEEL BOLTS AND STUDS, ASTM A307, GRADE A, AND HIGH STRENGTH BOLTS FOR STRUCTURAL STEEL JOINTS, ASTM A325. ALL BOLTS SHALL HAVE THREADS EXCLUDED FROM THE SHEAR PLANE. 14. 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. 15. 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 16. 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. 17. 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. 18. 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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DETAIL

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WALL SECT./

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ELEV. MARK

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ROOF LOADING

AutoCAD SHX Text IR = 1800 psi-ms R = 1800 psi-ms = 1800 psi-ms IS = 705 psi-msS = 705 psi-ms = 705 psi-ms

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HEAD WALL 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 (CLAY, Ka) - 0.45 - 0.45 0.45 2. WING & RETAINING WALLS (CLAY, Kp) - 2.20 - 2.20 2.20 2. WING & RETAINING WALLS (FILL, Ka) - 0.31 - 0.31 0.31 4. 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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AutoCAD SHX Text DEFLECTION CRITERIA%%u

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A. ROOF SLAB

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B. HEAD WALL

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C. HEADER BEAM

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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. 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 SHEETS S100A, S100B, AND 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.

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REVISED NAVFAC DRAWING

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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 APRIL 24, 2020. 2. FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON UNDISTURBED, FIRM NATURAL SOIL OR ENGINEERED FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON UNDISTURBED, FIRM NATURAL SOIL OR ENGINEERED FILL WITH A NET ALLOWABLE BEARING CAPACITY OF 4,000 PSF. 3. ADEQUATELY PROTECT FOUNDATION EXCAVATIONS TO PREVENT WATER FROM ACCUMULATING AND ADEQUATELY PROTECT FOUNDATION EXCAVATIONS TO PREVENT WATER FROM ACCUMULATING AND STANDING IN THE EXCAVATION BOTTOMS. DO NOT PLACE FOUNDATION CONCRETE ON FROZEN OR SATURATED SUBGRADES. 4. PRIOR TO PLACING FOUNDATION CONCRETE, A NAVFAC GEOTECHINAL ENGINEER SHALL INSPECT PRIOR TO PLACING FOUNDATION CONCRETE, A NAVFAC GEOTECHINAL 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 FOUNDATIOIN SUPPORT SHALL BE INDERCUT AND REPLACED WITH ENGINEERED FILL. 5. ENSURE THAT EARTH-FORMED FOOTINGS CONFORM TO THE SHAPE, LINES AND THICKNESS INDICATED ON ENSURE THAT EARTH-FORMED FOOTINGS CONFORM TO THE SHAPE, LINES AND THICKNESS INDICATED ON THE FOUNDATION PLAN. 6. 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. 7. 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 UTILIITIES AND STRUCTURES. ANY FOOTING STEPS INDICATED ON THE PLANS ARE SHEMATIC AND SHALL BE COORDINATED WITH OTHER TRADES.

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CAPITAL IMPROVEMENT CORE

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NAVAL STATION NORFOLK, VIRGINIA

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NAVAL WEAPON STATION

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YORKTOWN, VIRGINIA

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AutoCAD SHX Text With NMCLANT Yorktown, via Email

AutoCAD SHX Text 08/24/20

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MMP/SLC

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EJA

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DSN

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S100B

GENERAL SHEET NOTES

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STRUCTURAL OVERALL PART PLAN - B "TOP OF FOOTING AND TOP OF WALL"

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MAGAZINE #6 (OPTION 2) FFE = 45.75'

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MAGAZINE #5 (OPTION 1) FFE = 45.25'

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MAGAZINE #4 (BASE BID) FFE = 42.00'

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MAGAZINE #3 (BASE BID) FFE = 56.00'

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MAGAZINE #2 (BASE BID) FFE = 57.00'

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MAGAZINE #1 (BASE BID) FFE = 57.00'

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RETAINING WALL "B" REFER TO A3 AND C3 ON SHEET S-103

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REFER TO FLOOR PLAN ON S-101

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RETAINING WALL "A"

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JOINT AND FOOTING STEP (TYP)

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TOW = 65.42' TOF = 43.75'

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TOW = 62.17' TOF = 40.50'

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TOW = 63.80' TOF = 42.13'

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TOW = 77.17' TOF = 55.50'

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TOW = 77.17' TOF = 55.50'

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TOW = 77.17' TOF = 55.50'

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TOW = 76.17' TOF = 54.50'

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TOW = 76.17' TOF = 54.50'

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TOW = 62.17' TOF = 40.50'

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TOW = 65.42' TOF = 43.75'

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TOW = 65.92' TOF = 44.25'

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TOW = 65.92' TOF = 44.25'

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(OPTION 1)

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TOF = 55.00'

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CONCRETE RAMP AND DOCK LEVELER, REFER TO SHEET S-604

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STRUCTURAL OVERALL PART PLAN - B

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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 COMMAND

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DESCRIPTION

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DATE

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DRAWFORM REVISION: 07 AUG 2018

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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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EPROJECT NO.

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UNCLASSIFIED

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UNCLASSIFIED

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UNCLASSIFIED

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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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1. FINISH FLOOR ELEVATION IS EQUAL TO TOP OF TRENCH COVER FINISH FLOOR ELEVATION IS EQUAL TO TOP OF TRENCH COVER ELEVATION. 2. REFER TO SHEET S-503 FOR "STEPPED CONTINUOUS FOOTING" REFER TO SHEET S-503 FOR "STEPPED CONTINUOUS FOOTING" DETAIL.

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SCALE: 1/32" = 1'-0"

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1595FNC

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1595FNC

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AutoCAD SHX Text M

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AutoCAD SHX Text

GEN

AutoCAD SHX Text

MATCHLINE - REFER TO SHEET S100A

AutoCAD SHX Text A4

AutoCAD SHX Text S-102

AutoCAD SHX Text A4

AutoCAD SHX Text S-102

AutoCAD SHX Text A3

AutoCAD SHX Text S103A

AutoCAD SHX Text

MATCHLINE - REFER TO SHEET S100A

AutoCAD SHX Text NOTE: FLOOR PLAN INDICATED ON SHEET S-501, FLOOR SLAB PLAN/ELEVATION ON SHEET S-102, AND ROOF PLAN ON SHEET S-104 ARE TYPICAL FOR ALL MAGAZINES; RETAINING WALL CONDITIONS VERY.

AutoCAD SHX Text

CAPITAL IMPROVEMENT CORE

AutoCAD SHX Text

NAVAL STATION NORFOLK, VIRGINIA

AutoCAD SHX Text

NAVAL WEAPON 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 Yorktown, via Email

AutoCAD SHX Text 08/24/20

AutoCAD SHX Text

MMP/SLC

AutoCAD SHX Text

EJA

AutoCAD SHX Text

DSN

AutoCAD SHX Text 1588748

AutoCAD SHX Text N/A

GENERAL SHEET NOTES

GRAPHIC SCALE

S100A

KEY PLAN

LEE RO

STRUCTURAL OVERALL PART PLAN - A "TOP OF FOOTING AND TOP OF WALL"

N A

V A

S E

N G

E R

C O

M M

A N

N M

C O

O N, P

AutoCAD SHX Text

MAGAZINE #9 (OPTION 5)

AutoCAD SHX Text

MAGAZINE #8 (OPTION 4)

AutoCAD SHX Text

MAGAZINE #7 (OPTION 3)

AutoCAD SHX Text

REFER TO FLOOR PLAN ON S-101

AutoCAD SHX Text

TOW = 69.17' TOF = 47.50'

AutoCAD SHX Text

FFE = 49.00'

AutoCAD SHX Text

TOW = 69.17' TOF = 47.50'

AutoCAD SHX Text

TOW = 67.42' TOF = 45.75'

AutoCAD SHX Text

FFE = 45.50'

AutoCAD SHX Text

TOW = 64.17' TOF = 42.50'

AutoCAD SHX Text

TOW = 65.92' TOF = 44.25'

AutoCAD SHX Text

TOW = 65.05' TOF = 43.38'

AutoCAD SHX Text

TOW = 65.67' TOF = 44.00'

AutoCAD SHX Text

TOW = 64.17' TOF = 42.50'

AutoCAD SHX Text

TOW = 65.67' TOF = 44.00'

AutoCAD SHX Text

FFE = 44.00'

AutoCAD SHX Text

JOINT AND FOOTING STEP (TYP)

AutoCAD SHX Text

TOF = 43.75'

AutoCAD SHX Text

CONCRETE RAMP AND DOCK LEVELER, REFER TO SHEET S-604

AutoCAD SHX Text

MAGAZINE #10 (OPTION 6)

AutoCAD SHX Text

RETAINING WALL "B" REFER TO A3 AND C3 ON SHEET S-103

AutoCAD SHX Text

TOW = 73.02' TOF = 51.35'

AutoCAD SHX Text

TOW = 73.02' TOF = 51.35'

AutoCAD SHX Text

TOW = 71.10' TOF = 49.43'

AutoCAD SHX Text

FFE = 52.85'

AutoCAD SHX Text

TOW = 69.17' TOF = 47.50'

AutoCAD SHX Text

AutoCAD SHX Text 0'

AutoCAD SHX Text 1/32"=1'-0"

AutoCAD SHX Text 16'

AutoCAD SHX Text 32'

AutoCAD SHX Text 64'

AutoCAD SHX Text

STRUCTURAL OVERALL PART PLAN - A

AutoCAD SHX Text

VAA

AutoCAD SHX Text

MTW

AutoCAD SHX Text

CWJ

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 12824633

AutoCAD SHX Text

NBJ

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 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 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: 07 AUG 2018

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

EPROJECT NO.

AutoCAD SHX Text

UNCLASSIFIED

AutoCAD SHX Text

UNCLASSIFIED

AutoCAD SHX Text

UNCLASSIFIED

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CHIEF ENG/ARCH

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text

1595FNC

AutoCAD SHX Text

1595FNC

AutoCAD SHX Text

1595FNC

AutoCAD SHX Text

1595FNC

AutoCAD SHX Text

AutoCAD SHX Text M

AutoCAD SHX Text P

AutoCAD SHX Text

GEN

AutoCAD SHX Text

SCALE: 1/32" = 1'-0"

AutoCAD SHX Text

SCALE: 1/32" = 1'-0"

AutoCAD SHX Text

MAGAZINE #6 (OPTION 1)

AutoCAD SHX Text

MATCHLINE - REFER TO SHEET S100B

AutoCAD SHX Text

MATCHLINE - REFER TO THIS SHEET

AutoCAD SHX Text

MATCHLINE - REFER TO THIS SHEET

AutoCAD SHX Text

MATCHLINE - REFER TO SHEET S100B

AutoCAD SHX Text NOTE: FLOOR PLAN INDICATED ON SHEET S-501, FLOOR SLAB PLAN/ELEVATION ON SHEET S-102, AND ROOF PLAN ON SHEET S-104 ARE TYPICAL FOR ALL MAGAZINES; RETAINING WALL CONDITIONS VERY.

AutoCAD SHX Text

CAPITAL IMPROVEMENT CORE

AutoCAD SHX Text

NAVAL STATION NORFOLK, VIRGINIA

AutoCAD SHX Text

NAVAL WEAPON 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 Yorktown, via Email

AutoCAD SHX Text 08/24/20

AutoCAD SHX Text

MMP/SLC

AutoCAD SHX Text

EJA

AutoCAD SHX Text

DSN

AutoCAD SHX Text 1588748

AutoCAD SHX Text N/A

FLOOR PLAN

GRAPHIC SCALE:

S-101

N A

V A

S E

N G

E R

C O

M M

A N

N M

C O

O N, P

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

H.P. FIN. FL.

AutoCAD SHX Text

EL. +0'-3"

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

DN.

AutoCAD SHX Text

SLOPE DRAIN 6"

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

6" HAUNCH

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

6" PIPES

AutoCAD SHX Text C5

AutoCAD SHX Text S-301

AutoCAD SHX Text A2

AutoCAD SHX Text S-511

AutoCAD SHX Text B4

AutoCAD SHX Text S-301

AutoCAD SHX Text A3

AutoCAD SHX Text S-511

AutoCAD SHX Text B5

AutoCAD SHX Text S-302

AutoCAD SHX Text A3

AutoCAD SHX Text S-511

AutoCAD SHX Text

(DOOR OPNG. NO.4)

AutoCAD SHX Text

TRENCH NO. 5

AutoCAD SHX Text

AIR INTAKE DUCT SEE &

AutoCAD SHX Text

SLOPE: 1/8" PER FT. (TYP)

AutoCAD SHX Text

TRENCH NO. 4

AutoCAD SHX Text

DRAIN-SEE DETAIL (TYP)

AutoCAD SHX Text

TRENCH NO.3

AutoCAD SHX Text

L.P. FIN. FL. EL 0'-0" (TYP)

AutoCAD SHX Text

(DOOR OPNG. NO.3)

AutoCAD SHX Text

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

AutoCAD SHX Text

(DOOR OPNG. NO.2)

AutoCAD SHX Text

(DOOR OPNG. NO.1)

AutoCAD SHX Text

CAP INVERT EL (-1'-6")

AutoCAD SHX Text

D=2'-8"COL. (TYP.)

AutoCAD SHX Text

SLOPE DRAIN 10"

AutoCAD SHX Text

SLOPE DRAIN 10"

AutoCAD SHX Text

CAP INVERT EL (-2'-0")

AutoCAD SHX Text

SLOPE DRAIN 6"

AutoCAD SHX Text

6" PERFORATED

AutoCAD SHX Text

HEAVY DUTY DRAIN

AutoCAD SHX Text

INVERT EL -(3'-10")

AutoCAD SHX Text

INVERT EL (-2'-0")

AutoCAD SHX Text

SLOPE DRAIN 6"

AutoCAD SHX Text

RETAINING WALL "A"

AutoCAD SHX Text

TRENCH NO.1

AutoCAD SHX Text

(TYP. AT RETAINING WALLS)

AutoCAD SHX Text

TRENCH NO.2

AutoCAD SHX Text

(DOOR OPNG. NO.5)

AutoCAD SHX Text C1

AutoCAD SHX Text S-502

AutoCAD SHX Text C1

AutoCAD SHX Text S-507

AutoCAD SHX Text

AIR INTAKE DUCT SEE &

AutoCAD SHX Text C1

AutoCAD SHX Text S-502

AutoCAD SHX Text C1

AutoCAD SHX Text S-507

AutoCAD SHX Text A3

AutoCAD SHX Text S-103

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

INVERT EL. (-2-10")

AutoCAD SHX Text

INVERT EL. (-3'-4")

AutoCAD SHX Text

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

AutoCAD SHX Text

OPP HAND

AutoCAD SHX Text A4

AutoCAD SHX Text S-102

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 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 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: 07 AUG 2018

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

EPROJECT NO.

AutoCAD SHX Text

UNCLASSIFIED

AutoCAD SHX Text

UNCLASSIFIED

AutoCAD SHX Text

UNCLASSIFIED

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

REVISED NAVFAC DRAWING 14021369

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 12824635

AutoCAD SHX Text

NBJ

AutoCAD SHX Text 3.

AutoCAD SHX Text

CAPITAL IMPROVEMENT CORE

AutoCAD SHX Text

NAVAL STATION NORFOLK, VIRGINIA

AutoCAD SHX Text

NAVAL WEAPON 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 Yorktown, via Email

AutoCAD SHX Text 08/24/20

AutoCAD SHX Text

MMP/SLC

AutoCAD SHX Text

EJA

AutoCAD SHX Text

DSN

AutoCAD SHX Text 1588748

AutoCAD SHX Text N/A

FLOOR SLAB BAR SPLICES

ELEVATION A4

FLOOR SLAB PLAN

S-102

N A

V A

S E

N G

E R

C O

M M

A N

N M

C O

O N, P

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

(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

(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

(TYP)

AutoCAD SHX Text

#9@12 B, EW

AutoCAD SHX Text #9@24 T

AutoCAD SHX Text #9@24 B

AutoCAD SHX Text #8@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 11'-6"

AutoCAD SHX Text #9@24 T

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

(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 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 C5

AutoCAD SHX Text S-304

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 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 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: 07 AUG 2018

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

EPROJECT NO.

AutoCAD SHX Text

UNCLASSIFIED

AutoCAD SHX Text

UNCLASSIFIED

AutoCAD SHX Text

UNCLASSIFIED

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

REVISED RETAINING WALL ELEVATION

AutoCAD SHX Text

REVISED NAVFAC DRAWING 14021370

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 12824636

AutoCAD SHX Text

NBJ

AutoCAD SHX Text

CAPITAL IMPROVEMENT CORE

AutoCAD SHX Text

NAVAL STATION NORFOLK, VIRGINIA

AutoCAD SHX Text

NAVAL WEAPON 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 Yorktown, via Email

AutoCAD SHX Text 08/24/20

AutoCAD SHX Text

MMP/SLC

AutoCAD SHX Text

EJA

AutoCAD SHX Text

DSN

AutoCAD SHX Text 1588748

AutoCAD SHX Text N/A

FOUNDATION PLAN - RETAINING WALL "A" SHOWN

ELEVATION - RETAINING WALL "A" SHOWN

S-103

N A

V A

S E

N G

E R

C O

M M

A N

N M

C O

O N, P

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 5'-5"

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text 2.5

AutoCAD SHX Text

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

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 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 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: 07 AUG 2018

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

EPROJECT NO.

AutoCAD SHX Text

UNCLASSIFIED

AutoCAD SHX Text

UNCLASSIFIED

AutoCAD SHX Text

UNCLASSIFIED

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

REVISED RETAINING WALL ELEVATION

AutoCAD SHX Text

REVISED NAVFAC DRAWING 14021371

AutoCAD SHX Text

REVISED REBAR SPLICE/DEVELOPMENT

AutoCAD SHX Text

AutoCAD SHX Text 04/17

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 12824637

AutoCAD SHX Text

NBJ

AutoCAD SHX Text

REVISED NAVFAC DRAWING

AutoCAD SHX Text

NOTE: FOR TOP OF WALL AND TRENCH COVER, REFER TO SHEETS S100A AND S100B

AutoCAD SHX Text

CAPITAL IMPROVEMENT CORE

AutoCAD SHX Text

NAVAL STATION NORFOLK, VIRGINIA

AutoCAD SHX Text

NAVAL WEAPON 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 Yorktown, via Email

AutoCAD SHX Text 08/24/20

AutoCAD SHX Text

MMP/SLC

AutoCAD SHX Text

EJA

AutoCAD SHX Text

DSN

AutoCAD SHX Text 1588748

AutoCAD SHX Text N/A

S103A

FOUNDATION PLAN - RETAINING WALL "BETWEEN MAGAZINES" SHOWN

ELEVATION - RETAINING WALL "BETWEEN MAGAZINES" SHOWN

GRAPHIC SCALE:

N A

V A

S E

N G

E R

C O

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A N

N M

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AutoCAD SHX Text 4'-0"

AutoCAD SHX Text #4 @12

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#8@6 FF

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#7@12 NF

AutoCAD SHX Text 10'-0"

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2-#6 ADD'L

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AIR INTAKE DUCT

AutoCAD SHX Text 3'-0"

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(TYP)

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2-#6 ADD'L

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

#7@12 NF

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#8@6 FF

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 3'-0"

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CONST. JT.

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CONST. JT.

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#6@12 NF

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

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

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T/TRENCH COVER EL = FF

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FOR TRENCH DRAIN SEE DETAIL

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

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#7@12 FF

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#8@6 NF #7@12 FF

AutoCAD SHX Text #8@12 T

AutoCAD SHX Text #8@6 T

AutoCAD SHX Text #6@12 T&B

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C SPLICE

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(TYP)

AutoCAD SHX Text L

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(TYP)

AutoCAD SHX Text 1'-6"

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C TRENCH DRAIN

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CONST. JT.

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CONST. JT.

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(MIN.)

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CONST. JT.

AutoCAD SHX Text 54'-4"

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REINFORCING STEEL SIZES AND PLACEMENT TO MATCH OPPOSITE HAND

AutoCAD SHX Text A4

AutoCAD SHX Text S-501

AutoCAD SHX Text C5

AutoCAD SHX Text S-501

AutoCAD SHX Text A5

AutoCAD SHX Text S-501

AutoCAD SHX Text

3" WEEP HOLES AT 8'-0" OC (MAX)

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CONST. JT.

AutoCAD SHX Text #6@12 T&B

AutoCAD SHX Text C3

AutoCAD SHX Text S103A

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REINFORCING STEEL SIZES AND PLACEMENT TO MATCH OPPOSITE HAND

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text

21'-8" (TYP)

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EXPANSION JOINT

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#8@6 FF

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#7@12 NF

AutoCAD SHX Text

#7@12 NF

AutoCAD SHX Text

#8@6 FF

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text 10'-6"

AutoCAD SHX Text C5

AutoCAD SHX Text S-301

AutoCAD SHX Text

20'-2" (TYP)

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FF TO T/WALL

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T/FOOTING TO T/WALL

AutoCAD SHX Text 10'-6"

AutoCAD SHX Text

RETAINING WALL PLAN & ELEVATION

AutoCAD SHX Text

VAA

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MTW

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CWJ

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AS SHOWN

AutoCAD SHX Text 12824638

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NBJ

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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 B

AutoCAD SHX Text C

AutoCAD SHX Text D

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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 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: 07 AUG 2018

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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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EPROJECT NO.

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UNCLASSIFIED

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UNCLASSIFIED

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UNCLASSIFIED

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

AutoCAD SHX Text

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

AutoCAD SHX Text S103A

AutoCAD SHX Text S100A

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

REVISED NAVFAC DRAWING

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NOTE: NUMBER OF STEPS REQUIRED AND ELEVATION CHANGE BETWEEN MAGAZINES VARIES.

AutoCAD SHX Text NOTE: 1. NUMBER OF STEPS REQUIRED AND ELEVATION CHANGE BETWEEN MAGAZINES VARIES. 2. FOR TOP OF WALL AND TRENCH COVER, REFER TO SHEETS S100A AND S100B.

AutoCAD SHX Text

CAPITAL IMPROVEMENT CORE

AutoCAD SHX Text

NAVAL STATION NORFOLK, VIRGINIA

AutoCAD SHX Text

NAVAL WEAPON 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 Yorktown, via Email

AutoCAD SHX Text 08/24/20

AutoCAD SHX Text

MMP/SLC

AutoCAD SHX Text

EJA

AutoCAD SHX Text

DSN

AutoCAD SHX Text 1588748

AutoCAD SHX Text N/A

ROOF PLAN

TYPICAL SPACING OF ROOF REINFORCEMENT

GRAPHIC SCALE:

S-104

N A

V A

S E

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C O

M M

A N

N M

C O

O N, P

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

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DWG'S S-301 & S-302

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C SPLICE

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AutoCAD SHX Text 5"

AutoCAD SHX Text 10"

AutoCAD SHX Text 5"

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(TYP)

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(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 #6B

AutoCAD SHX Text #3B

AutoCAD SHX Text #3T

AutoCAD SHX Text #5T

AutoCAD SHX Text #7T

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 L

AutoCAD SHX Text

C BUILDING (SYM. ABOUT C)

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(TYP. ALL AROUND)

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6" HAUNCH

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MIDDLE STRIP

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COL. STRIP

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STRIP

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WALL

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MIDDLE STRIP

AutoCAD SHX Text

COL. STRIP

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MIDDLE STRIP

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STRIP

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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 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 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 #5T

AutoCAD SHX Text #7B

AutoCAD SHX Text

ALTERNATING REINFORCING

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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

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C ALTERNATING SPLICE

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

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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 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

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 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 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: 07 AUG 2018

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

EPROJECT NO.

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UNCLASSIFIED

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UNCLASSIFIED

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UNCLASSIFIED

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PM/DM

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BRANCH MANAGER

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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

REVISED NAVFAC DRAWING 14021372

AutoCAD SHX Text

TABLE S104A

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SPLICE AND DEVELOPMENT LENGTH TABLE (TYP UNO)

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BAR SIZE, NO.

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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 0.5

AutoCAD SHX Text

AutoCAD SHX Text 0.625

AutoCAD SHX Text

AutoCAD SHX Text 0.75

AutoCAD SHX Text

AutoCAD SHX Text 0.875

AutoCAD SHX Text

AutoCAD SHX Text 1.128

AutoCAD SHX Text

AutoCAD SHX Text 1.27

AutoCAD SHX Text

AutoCAD SHX Text…

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