1585552_RFP_2_of_3.pdf

PDF 13 MB Posted Aug 15, 2018

Attached to: Concrete Batch Plant
Solicitation number: N4008518R8730
Issued by: Department of the Navy Naval Facilities Engineering Command

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RFP.pdf	PDF	Aug 15, 2018
1585552_RFP_3_of_3.pdf	PDF	Aug 15, 2018
1585552_RFP_1_of_3.pdf	PDF	Aug 15, 2018

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NFPC – Replace Concrete Batch Plant Bldg. 20 1585552

The Navy Yard, Philadelphia, PA

STANDARD TEMPLATE - PART SIX - ATTACHMENTS - Page 1

PART SIX - ATTACHMENTS

1. CONCEPTUAL DRAWINGS

2. MISCELLANEOUS RECORD DRAWINGS

2.1. No Bake Sand System Building 20 (1982)

2.2. Cement Mixing System (2009)

2.3. Equipment Installation – Bldgs 20, 546 & 1029 (2017)

2.4. Building 20 Location Plan and Typical Footings (1917)

2.5. Cement Processing Schematic for NAVSEA (by Lancaster Products, Kercher Enterprises, Inc.)

3. GEOTECHNICAL REPORT

4. FIRE PROTECTION DESIGN ANALYSIS

5. JUSTIFICATION AND APPROVAL FOR USE OF OTHER THAN FULL AND OPEN COMPETITION

6. FORMS

6.1. Performance Assessment Plan

6.2. Permits Record of Decision (PROD)

6.3. Best Value Determination Guidelines

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04/06/2018

PREFINAL

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Whitman, Requardt & Associates, LLP

801 South Caroline Street, Baltimore, Maryland 21231

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AutoCAD SHX Text 10.84

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AutoCAD SHX Text 10.70

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AutoCAD SHX Text 10.89

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AutoCAD SHX Text 11.07

AutoCAD SHX Text 10.04

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AutoCAD SHX Text 10.55

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AutoCAD SHX Text 10.42

AutoCAD SHX Text 10.73

AutoCAD SHX Text 10.79

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AutoCAD SHX Text 10.97

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AutoCAD SHX Text 10.17

AutoCAD SHX Text 10.75

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AutoCAD SHX Text 11.35

AutoCAD SHX Text 10.69

AutoCAD SHX Text 10.12

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GATE

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EOI

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F.F. EL. 10.73

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F.F. EL. 11.47

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F.F. EL. 10.80

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F.F. EL. 10.74

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STM TRENCH ACCESS

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WOOD ENCLOSURE FOR GENERATOR

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SD CB TOP:9.84 INV IN:8.11(E) INV OUT:7.89(W)

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12"SD CI

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6"SD PVC

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SD CB TOP:10.08 INV OUT:8.79

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STM TRENCH ACCESS

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ABAND STM

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12" STM RISER

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SD MH TOP:10.57 INV IN:7.25(E) INV IN:5.97(S) INV OUT:3.44(N)

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4"SD CI

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STM TRENCH ACCESS (GRATED)

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ABAND STM (12",12",10",8")

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SS MH TOP:10.18 INV IN:1.42(N) INV IN:3.58(W) INV IN:1.92(E) INV OUT:1.28(S)

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8"SS CI

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12"SS

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8"SS CI

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SD MH TOP:10.28 INV IN:7.13(W) INV OUT:5.81(N)

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15"SD CI

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ROOF LADDER

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SD MH TOP:10.88 INV BOTT:4.67

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WRA811 MAGNETIC NAIL N:213464.2415 E:2689415.0825 EL:10.20'

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12"SS

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SS MH TOP:10.04 INV IN:1.53(N) INV OUT:1.47(S)

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15"SD CI

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SD MH TOP:10.55 INV IN:7.75(W) INV IN:4.65(S) INV OUT:4.30(E)

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CONCRETE SILO'S TOP CONC SLAB EL. 11.9±

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21"SD TC

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SD MH TOP:10.56 INV IN:4.01(W) INV IN:2.40(S) INV OUT:2.39(N)

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FDC

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ELEC RISER

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FIBER ALSO IN DUCT

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18"SD CI

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12"SD CI

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GAS RISER

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CONTROL VALVES

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ELEC PANEL

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SMOKING SHELTER

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WV TOP EL:10.32 TOP NUT:6.80

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WV TOP EL:10.90

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FDC

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ELEC BOX

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WV TOP:10.35

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FDC

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2" PIPE RISER

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8"SD

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10"SD CI

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UNKNOWN ROADWAY BOX

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STM TRENCH

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CONC

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CONC

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CPT-3 EL. 10.5

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P-5 EL. 10.6

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ELEC MH TOP:10.55

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ELEC MH TOP:11.05

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TELE MH TOP:10.36

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ELEC MH TOP:9.95

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SCALE:

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EXISTING CONDITIONS PLAN

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NORTH IPT

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NORFOLK NAVAL STATION - NORFOLK, VIRGINIA

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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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DEPARTMENT OF THE NAVY

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CONSTR. CONTR. NO.

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DESCRIPTION

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APPR

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DRAWFORM REVISION: 31 JANUARY 2017

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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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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PHILADELPHIA, PENNSYLVANIA

AutoCAD SHX Text 1585552

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MM/DD/YY

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SCALE: 1" = 10'

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EXISTING CONDITIONS PLAN

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CMK

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CMK

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MCP

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AS NOTED

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1. THE EXISTING TOPOGRAPHY AND PHYSICAL FEATURES SHOWN ON THIS PLAN ARE BASED ON A COMBINATION OF A SURVEY THE EXISTING TOPOGRAPHY AND PHYSICAL FEATURES SHOWN ON THIS PLAN ARE BASED ON A COMBINATION OF A SURVEY PERFORMED BY WHITMAN REQUARDT AND ASSOCIATES IN NOVEMBER 2017, PA ONE CALL, SITE PAINT MARKINGS FROM UTILITY LOCATING COMPANY AND UTILITY RECORDS. THE ACCURACY REGARDING LOCATION AND OR DEPTH CANNOT BE GUARANTEED. PRIOR TO ANY DIGGING, DRILLING, TRENCHING OR OTHER EARTHMOVING ACTIVITIES, THE CONTRACTOR SHALL VERIFY DIMENSIONS AND EXISTING CONDITIONS AT THE SITE. FOR INFORMATION REGARDING UTILITIES, CONSULT PENNSYLVANIA ONE CALL 1-800-242-1776. 2. TRAVERSE DATA: TRAVERSE DATA: COORDINATES SHOWN HEREON ARE BASED ON PENNSYLVANIA SOUTH COORDINATE SYSTEM NAD 83 (NSRS2007). ELEVATIONS SHOWN ARE REFERRED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AND WERE DERIVED FROM THE FOLLOWING SURVEY CONTROL STATIONS: POINT NORTH EAST ELEV. NORTH EAST ELEV. EAST ELEV. ELEV. JU2216 204022.6839 2656022.7611 16.9882 204022.6839 2656022.7611 16.9882 2656022.7611 16.9882 16.9882 JU0704 215958.2940 2719845.8443 50.6003 215958.2940 2719845.8443 50.6003 2719845.8443 50.6003 50.6003 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ACTUAL SITE CONDITIONS PRIOR TO THE START OF ANY IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ACTUAL SITE CONDITIONS PRIOR TO THE START OF ANY WORK. THERE IS NO WARRANTY OR GUARANTEE ON THE COMPLETENESS OR CORRECTNESS OF THE EXISTING CONDITION INFORMATION. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER PRIOR TO THE START OF ANY WORK. 4. THE LOCATION OF EXISTING UNDERGROUND UTILITIES HAS BEEN OBTAINED FROM A COMBINATION OF SURVEYS THE LOCATION OF EXISTING UNDERGROUND UTILITIES HAS BEEN OBTAINED FROM A COMBINATION OF SURVEYS PERFORMED BY WHITMAN REQUARDT AND ASSOCIATES IN NOVEMEBER 2017 AND A/I/DATA IN FEBRUARY 2017, AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL TEST PIT TO VERIFY THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES BEFORE ORDERING MATERIALS AND COMMENCING ANY WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR THE COST OF ANY AND ALL DAMAGES WHICH OCCUR AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES TO REMAIN. 5. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY INVERTS AND CLEARANCES FROM NEW WORK PRIOR TO START THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY INVERTS AND CLEARANCES FROM NEW WORK PRIOR TO START OF ANY WORK.

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GENERAL NOTES:

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UTILITY POLE WITH STREET LIGHT LUMINAIRE

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SANITARY SEWER MANHOLE

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FIRE HYDRANT

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CONTOUR

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TRAVERSE STATION

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WATER VALVE

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UTILITY POLE

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SIGN

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BOLLARD

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ELECTRIC OR COMMUNICATIONS HANDHOLE

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STORM DRAIN CATCH BASIN

AutoCAD SHX Text 9.50

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SPOT ELEVATION

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UNDERGROUND ELECTRIC

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UNDERGROUND COMMUNICATIONS

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SANITARY SEWER

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STORM DRAIN

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NATURAL GAS LINE

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WATER LINE

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LEGEND

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HIGH-DENSITY POLYETHYLENE

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HDPE

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NOT FIELD LOCATABLE

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NFL

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REINFORCED CONCRETE PIPE

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RCP

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TERRA-COTTA PIPE

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POLYVINYL CHLORIDE PIPE

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PVC

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WATER VALVE

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CONCRETE

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CONC

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INVERT

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INV

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ELEVATION

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STORM DRAIN

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SANITARY SEWER

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CORRUGATED METAL PIPE

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CMP

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CATCH BASIN

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CONCRETE MASONRY UNIT

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CMU

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PAVEMENT MARKING

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PVMT MRKG

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WEST

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SOUTH

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EAST

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NORTH

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NORTHWEST

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SOUTHWEST

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ELECTRIC

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ELEC

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POST INDICATOR VALVE

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CLEANOUT

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ROOF DRAIN

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ELECTRIC METER

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TELEPHONE MANHOLE

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COMMUNICATIONS

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COMM

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PROPERTY LINE

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CHAIN LINK FENCE

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GAS VALVE

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CAST IRON PIPE

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GAS METER

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ABANDONED

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ABAND

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TYPICAL

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TYP

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CHILLED WATER PIPING

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CWTR

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ABANDONED STEAM LINE

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AIR CONDITIONING UNIT

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UNKNOWN MANHOLE/STRUCTURE

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METAL FENCE POST

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WATER METER

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END OF ELECTRONIC INFORMATION

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EOI

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STEAM

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STM

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BOTTOM

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BOTT

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BUILDING 20

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BUILDING 121

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04/06/2018

PREFINAL

SUBMITTAL

Whitman, Requardt & Associates, LLP

801 South Caroline Street, Baltimore, Maryland 21231

AutoCAD SHX Text 10.87

AutoCAD SHX Text 10.84

AutoCAD SHX Text 10.11

AutoCAD SHX Text 11.22

AutoCAD SHX Text 10.94

AutoCAD SHX Text 10.70

AutoCAD SHX Text 10.09

AutoCAD SHX Text 10.21

AutoCAD SHX Text 10.32

AutoCAD SHX Text 9.79

AutoCAD SHX Text 10.23

AutoCAD SHX Text 10.89

AutoCAD SHX Text 10.14

AutoCAD SHX Text 11.07

AutoCAD SHX Text 10.04

AutoCAD SHX Text 10.10

AutoCAD SHX Text 10.42

AutoCAD SHX Text 10.73

AutoCAD SHX Text 10.79

AutoCAD SHX Text 10.35

AutoCAD SHX Text 10.97

AutoCAD SHX Text 11.12

AutoCAD SHX Text 10.17

AutoCAD SHX Text 10.75

AutoCAD SHX Text 10.92

AutoCAD SHX Text 10.63

AutoCAD SHX Text 11.35

AutoCAD SHX Text 10.69

AutoCAD SHX Text 10.12

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GATE

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F.F. EL. 10.73

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F.F. EL. 11.47

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F.F. EL. 10.80

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F.F. EL. 10.74

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WOOD ENCLOSURE FOR GENERATOR

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ROOF LADDER

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CONCRETE SILO'S TOP CONC SLAB EL. 11.9±

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FDC

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GAS RISER

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CONTROL VALVES

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ELEC PANEL

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SMOKING SHELTER

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FDC

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CONC

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CONC

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CPT-3 EL. 10.5

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P-5 EL. 10.6

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SCALE:

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NORTH IPT

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NORFOLK NAVAL STATION - NORFOLK, VIRGINIA

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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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DEPARTMENT OF THE NAVY

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DRAWFORM REVISION: 31 JANUARY 2017

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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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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PHILADELPHIA, PENNSYLVANIA

AutoCAD SHX Text 1585552

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MM/DD/YY

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REMOVE EXISTING BOLLARD (TYP. OF 8)

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SITE PLAN

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CMK

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MCP

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AS NOTED

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BUILDING 20

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1. THIS PLAN IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT THIS PLAN IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT INTENDED FOR CONSTRUCTION. 2. NEW BOLLARDS ARE TO BE INSTALLED TO PROTECT GAS RISER AND NEW BOLLARDS ARE TO BE INSTALLED TO PROTECT GAS RISER AND CONTROL VALVES IN ACCORDANCE WITH PHILADELPHIA GAS WORKS (PGW) GUIDELINES.

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GENERAL NOTES:

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INSTALL NEW BOLLARDS (TYP. OF 8) SEE NOTE 2.

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BUILDING 121

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12"-WIDE CONCRETE CONTAINMENT CURB

AutoCAD SHX Text NEW CONCRETE PILE CAP/PAD AS REQUIRED FOR NEW BATCH PLANT AND ENCLOSURE. NEW PAD TO MATCH THE HEIGHT OF EXISTING PAD.

NEW PILES AS REQUIRED FOR NEW BATCH PLANT AND ENCLOSURE (TYP.) AS DETERMINED BY THE ENGINEER OF RECORD

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Whitman, Requardt & Associates, LLP

801 South Caroline Street, Baltimore, Maryland 21231

AutoCAD SHX Text 10.87

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AutoCAD SHX Text 10.17

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F.F. EL. 10.73

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F.F. EL. 11.47

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F.F. EL. 10.80

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F.F. EL. 10.74

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STM TRENCH ACCESS

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SD CB TOP:9.84 INV IN:8.11(E) INV OUT:7.89(W)

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12"SD CI

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6"SD PVC

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SD CB TOP:10.08 INV OUT:8.79

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STM TRENCH ACCESS

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ABAND STM

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12" STM RISER

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SD MH TOP:10.57 INV IN:7.25(E) INV IN:5.97(S) INV OUT:3.44(N)

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6"SD CI

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4"SD CI

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STM TRENCH ACCESS (GRATED)

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ABAND STM (12",12",10",8")

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SS MH TOP:10.18 INV IN:1.42(N) INV IN:3.58(W) INV IN:1.92(E) INV OUT:1.28(S)

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8"SS CI

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12"SS

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SD MH TOP:10.28 INV IN:7.13(W) INV OUT:5.81(N)

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15"SD CI

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ROOF LADDER

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SD MH TOP:10.88 INV BOTT:4.67

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WRA811 MAGNETIC NAIL N:213464.2415 E:2689415.0825 EL:10.20'

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12"SS

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SS MH TOP:10.04 INV IN:1.53(N) INV OUT:1.47(S)

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15"SD CI

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SD MH TOP:10.55 INV IN:7.75(W) INV IN:4.65(S) INV OUT:4.30(E)

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CONCRETE SILO'S TOP CONC SLAB EL. 11.9±

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21"SD TC

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SD MH TOP:10.56 INV IN:4.01(W) INV IN:2.40(S) INV OUT:2.39(N)

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FDC

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ELEC RISER

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FIBER ALSO IN DUCT

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18"SD CI

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12"SD CI

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GAS RISER

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CONTROL VALVES

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ELEC PANEL

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SMOKING SHELTER

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WV TOP EL:10.32 TOP NUT:6.80

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8"SD

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10"SD CI

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UNKNOWN ROADWAY BOX

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STM TRENCH

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STM TRENCH ACCESS

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CONC

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CONC

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CPT-3 EL. 10.5

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P-5 EL. 10.6

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ELEC MH TOP:10.55

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ELEC MH TOP:11.05

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AutoCAD SHX Text 5'

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NORTH IPT

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NORFOLK NAVAL STATION - NORFOLK, VIRGINIA

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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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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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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: 31 JANUARY 2017

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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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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PHILADELPHIA, PENNSYLVANIA

AutoCAD SHX Text 1585552

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MM/DD/YY

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REMOVE EXISTING 4" WATER SERVICE AS NECESSARY TO INSTALL NEW CONCRETE PAD

AutoCAD SHX Text REMOVE AND RELOCATE EXISTING 6" GAS, RISER, VALVE, AND CONTROL VALVES IN ACCORDANCE WITH PHILADELPHIA GAS WORKS (PGW) REQUIREMENTS..

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DO NOT DISTURB EXISTING ELECTRIC MANHOLE

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UTILITY PLAN

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CMK

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CMK

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MCP

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AS NOTED

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BUILDING 20

AutoCAD SHX Text TEMPORARILY REMOVE CONDUIT AND REPLACE AS NECESSARY (NOT SHOWN ON PLAN, SEE NOTE 2)

AutoCAD SHX Text REMOVE 12" STORM DRAIN AND RELOCATE AS NECESSARY (NOT SHOWN ON PLAN, SEE NOTE 2).

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UTILITY PLAN

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SCALE: 1" = 10'

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1. THIS PLAN IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT THIS PLAN IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT INTENDED FOR CONSTRUCTION. 2. CONTRACTOR TO FIELD VERIFY LOCATION OF 12" STORM DRAIN AND CONTRACTOR TO FIELD VERIFY LOCATION OF 12" STORM DRAIN AND ELECTRIC CONDUIT BETWEEN PAD AND BUILDING 20 AND DETERMINE WHETHER RELOCATION IS NECESSARY.

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GENERAL NOTES:

AutoCAD SHX Text REMOVE EXISTING 12" STORM DRAIN PIPE AND REPLACE WITH NEW 12" RCP STORM DRAIN PIPE

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CONNECT 4" STORM DRAIN TO INTERNAL ROOF DRAIN / RAIN LEADER SYSTEM

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4" WATER DIP CL 54

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CONNECT 4" WATER TO EXISTING 8" MAIN

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4" DIP SD

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CONNECT 4" STORM DRAIN TO EXISTING STORM DRAIN MANHOLE

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ABANDON EXISTING 4" WATER SERVICE

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CONNECT 4" DOMESTIC WATER SERVICE TO CONCRETE BATCH PLANT

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BUILDING 121

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12" RCP SD

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INSTALL WATER METER PER DPW STANDARDS

EXISTING ABANDONED INACTIVE SANITARY SEWER. IF EXPOSED DURING CONSTRUCTION, CONTRACTOR TO CONFIRM

DETAIL, ELEVATION OR SECTION TITLE ##

LEGENDARCHITECTURAL ABBREVIATIONS

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04/06/2018

PREFINAL

SUBMITTAL

Whitman, Requardt & Associates, LLP

801 South Caroline Street, Baltimore, Maryland 21231

A-001

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ABV ABOVE

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APPROX APPROXIMATE

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APC ACOUSTICAL PANEL CEILING (LAY-IN)

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AC AIR CONDITIONING (CONDITIONER)

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AD ACCESS DOOR (OR PANEL)

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ADD ADDENDUM

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AES ABOVE EXISTING SLAB

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AF ACCESS FLOOR

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AFF ABOVE FINISHED FLOOR

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AHU AIR HANDLING UNIT

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ALT ALTERNATE

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ALUM ALUMINUM

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ARCH ARCHITECTURAL

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ASB ASBESTOS

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ASP ASPHALT

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ATC ACOUSTICAL TILE CEILING (CONCEALED SUSPENSION)

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AWP ACOUSTICAL WALL PANEL

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BC BOTTOM OF CURB

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BD BOARD

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BEN BENCH

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BLDG BUILDING

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BLKG BLOCKING

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BM BEAM

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BOT BOTTOM

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BR BRICK

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BR/S BACKER ROD AND SEALANT

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C CONDUIT

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C/C CENTER TO CENTER

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CAB CABINET

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CARP CARPET

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CARPT CARPET TILE

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CEM CEMENT

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CER CERAMIC

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CI CAST IRON

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CG CORNER GUARD

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CH CEILING HEIGHT

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CJ CONTROL JOINT

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CL CENTERLINE

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CLG CEILING

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CLR CLEAR

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CMP CORRUGATED METAL PIPE

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CMU CONCRETE MASONRY UNIT

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CO CLEAR OPENING

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COL COLUMN

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COMP COMPACTED

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CONC CONCRETE

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CONSTR CONSTRUCTION

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CONT CONTINUOUS

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CONV CONVECTOR

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CR COLD ROLLED

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CSK COUNTERSUNK

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CSPE CHLOROSULFONATED POLYETHYLENE ELASTOMER

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CT CERAMIC TILE

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CTR COUNTER

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CW COLD WATER

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CX CONNECT TO EXISTING

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D DOUBLE

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DEMO DEMOLITION

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DET DETAIL

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DF DRINKING FOUNTAIN

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DIA DIAMETER

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DN DOWN

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DO DOOR OPENING

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DR DOOR

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DS DOWNSPOUT

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DWG DRAWING

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EA EACH

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EF EACH FACE

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EFS EXTERIOR FINISH SYSTEM

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EIFS EXTERIOR INSULATION AND FINISH SYSTEM

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EJ EXPANSION JOINT

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ELEC ELECTRIC OR ELECTRICAL

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EM ENTRY MAT

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EP ETHYLENE PROPYLENE-BASED (SINGLE PLY ROOFING)

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EPB ELECTRIC PANEL BOX

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EPDM ETHYLENE-PROPYLENE-DIENE MEMBRANE

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EPS EXPANDED POLYSTYRENE

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EPX EPOXY

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EQ EQUAL

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EQUIP EQUIPMENT

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EST ESTIMATE

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EUH ELECTRIC UNIT HEATER

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EW EACH WAY

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EWC ELECTRIC WATER COOLER

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EWCA ELECTRIC WATER COOLER - ACCESSIBLE

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EXIST EXISTING

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EXP EXPANSION OR EXPOSED

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EXT EXTERIOR

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F FILLER

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FC FAN COIL UNIT

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FD FLOOR DRAIN OR FIRE DAMPER

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FDR FOLDING DOOR (WOOD OR FABRIC)

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FE FIRE EXTINGUISHER ON BRACKET

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FH FLAT HEAD

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FIN FINISH OR FINISHED

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FIX FIXTURE

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FLM FULL LENGTH MIRROR

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FLR FLOOR

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FR FIRE RATED

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FRC FIBER-REINFORCED COATING

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FSS FOLDING SHOWER SEAT

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FT FOOT OR FEET

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FTG FOOTING

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GA GAUGE

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GALV GALVANIZED

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GB GRAB BAR

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GEN GENERAL

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GL GLASS

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GLM GLASS UNIT MASONRY (GLASS BLOCK)

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GMU GLAZED MASONRY UNIT

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GRD GROUND

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GP GYPSUM PLASTER

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GRT GROUT

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GVP GYPSUM VENEER PLASTER

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GYPB GYPSUM BOARD (WALL OR CEILING)

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GYPBS GYPSUM BOARD SHAFT-WALL ASSEMBLY

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HB HORIZONTAL BLIND

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HDW HARDWARE

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HM HOLLOW METAL

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HOR HORIZONTAL

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HP HIGH POINT

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HR HOUR

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HT HEIGHT

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HTR HEATER

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HVAC HEATING, VENTILATING AND AIR CONDITIONING

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HW HOT WATER

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ID INSIDE DIAMETER

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IN INCH

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INSUL INSULATION

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INT INTERIOR

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INV INVERT

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JC JANITOR'S CLOSET

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JT JOINT

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KIT KITCHEN

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LAB LABORATORY

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LAV LAVATORY

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LG LONG

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LIN LINOLEUM FLOOR COVERING

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LLV LONG LEG VERTICAL

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LOCK LOCKER

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LP LOW POINT

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LT LIGHT

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LTG LIGHTING

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M MIRROR OR MEN

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MACH MACHINE

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MAS MASONRY

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MATL MATERIAL

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MAX MAXIMUM

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MC MEDICINE CABINET

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MET METAL

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MDF MEDIUM DENSITY FIBERBOARD

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MFB MINERAL FIBER BLANKET

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MECH MECHANICAL

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MET METAL

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MFR MANUFACTURER

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MH MANHOLE

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MIN MINIMUM

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MISC MISCELLANEOUS

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MK MARK

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MO MASONRY OPENING

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MP METAL PANEL

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MTD MOUNTED

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MTL METAL

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N NORTH

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NA NOT APPLICABLE

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ND SANITARY NAPKIN DISPENSER

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NIC NOT IN CONTRACT

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NO NUMBER

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NOM NOMINAL

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NTS NOT TO SCALE

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OA OVERALL

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OC ON CENTER

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OD OUTSIDE DIAMETER

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OFF OFFICE

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OHD OVERHEAD COILING DOOR

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OHG OVERHEAD COILING GRILLE

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OP OPERABLE PANEL PARTITION (HUNG

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FROM OVERHEAD TRACK)

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OPNG OPENING

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OPP OPPOSITE

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OZ OUNCE

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PAV PAVER TILE

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PC PIECE

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PF PLASTIC FABRICATION

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PL PLATE

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PLAM PLASTIC LAMINATE

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PLAS PLASTER

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PREFAB PREFABRICATED

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PT PAINT

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PTD PAPER TOWEL DISPENSER

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PTN PARTITION

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PVC POLYVINYL CHLORIDE

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QT QUARRY TILE

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QTY QUANTITY

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R RISER OR RADIUS

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RB RESILIENT WALL BASE AND ACCESSORIES (VINYL BASE;

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RUBBER BASE; TREADS; NOSINGS; EDGINGS)

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RCP REINFORCED CONCRETE PIPE

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RD ROOF DRAIN OR ROUND

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REQ'D REQUIRED

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RF RESILIENT FLOORING (VINYL; RUBBER; VINYL

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COMPOSITION; SHEET FLOORING)

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REBAR REINFORCING BAR

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REINF REINFORCED OR REINFORCING

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RESF RESINOUS FLOORING

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REQ REQUIRED

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RET RETURN

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REV REVISION

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RH ROBE HOOK

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RM ROOM

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RWR RECESSED WASTE RECEPTACLE

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RO ROUGH OPENING

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RV ROOF VENT

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RX REMOVE EXISTING

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SC SPECIAL COATING (OTHER THAN PAINT SYSTEMS)

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SCR SHOWER CURTAIN ROD

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SD SOAP DISPENSER OR STORM DRAIN

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SECT SECTION

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SF SQUARE FOOT

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SFT STRUCTURAL FACING TILE

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SH SHOWER

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SHT SHEET

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SIM SIMILAR

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SJ STEEL JOIST

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SND SANITARY NAPKIN DISPOSAL

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SOD SECTIONAL OVERHEAD DOOR (STEEL;

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ALUMINUM: PLASTIC PANEL)

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SPEC SPECIFICATION

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SQ SQUARE

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SS STAINLESS STEEL OR SERVICE SINK

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STAT STATIONARY

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STL STEEL

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SUSP SUSPENDED

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SWR SURFACE-MOUNTED WASTE RECEPTACLE

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SYS SYSTEM

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T TILE

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TOB TOWEL BAR

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T&B TOP & BOTTOM

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T&G TONGUE & GROOVE

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TC TOP OF CURB

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TCD TOILET SEAT COVER DISPENSER

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TEL TELEPHONE

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TER TERRAZZO

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TH THICK

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TO TOP OF

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TOS TOP OF STEEL

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TPD TOILET PAPER DISPENSER

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TR TREAD

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TYP TYPICAL

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U UNIT

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UNO UNLESS NOTED OTHERWISE

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V VENT

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VB VERTICAL BLIND

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VERT VERTICAL

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VEST VESTIBULE

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VIF VERIFY IN FIELD

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VP VAPOR BARRIER

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VS VERTICAL STANDPIPE

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W/ WITH

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WD WOOD

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WH WEEP HOLE

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WHT WHITE

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WO WINDOW OPENING

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WR WATER RESISTANT OR WASTE RECEPTACLE

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WT WEIGHT

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YD YARD

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YR YEAR

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ADJ ADJACENT

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BETW BETWEEN

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DEG DEGREE

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FS FOLDING SHELF

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SCH SCHEDULE OR SCHEDULED

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STRUCT STRUCTURAL OR STRUCTURE

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CB CHALK BOARD

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BB BULLETIN BOARD (GLASS COVERED)

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CLOS CLOSET

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DIR DIRECTORY

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EL ELEVATION

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ELEV ELEVATOR

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FEC FIRE EXTINGUISHER CABINET

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FL FLASHING

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TOW TOP OF WALL

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SP STAND PIPE

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SSM SOLID SURFACING MATERIAL

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LOC LOCATION

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PRES T PRESSURE TREATED

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FIRE T FIRE TREATED

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WWF WOVEN WIRE FABRIC

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ADA AMERICANS WITH DISABILITIES ACT

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E EAST

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H HEAD

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J JAMB

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L LINTEL

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LV LOUVER

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MR MOP RACK

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S SILL, SOUTH OR SINGLE

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W WOMEN, WIDTH, WEST OR WOVEN

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WP WATERPROOF OR WORKING POINT

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FWP FABRIC-WRAPPED PANEL (FABRICATED;

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TACKABLE; ACOUSTICAL PANEL)

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BRICK

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CONCRETE MASONRY UNITS

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EIFS

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GYPSUM BOARD PARTITIONS

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WOOD-FINISH GRADE

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WOOD BLOCKING

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RIGID WALL/PERIMETER INSULATION

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RIGID ROOF INSULATION

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BATT INSULATION

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CONCRETE

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POROUS FILL

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EARTH

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METAL PATTERN

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DOOR IDENTIFIER (DOOR NUMBER)

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LOUVER TYPE INDICATOR

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WINDOW TYPE INDICATOR

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ROOM IDENTIFIER (ROOM NUMBER)

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EXTERIOR ELEVATION INDICATOR

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PHOTOGRAPH INDICATOR

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INTERIOR ELEVATION INDICATOR

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WALL/BUILDING SECTION INDICATOR

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DETAIL INDICATOR

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DEMOLITION KEYNOTE INDICATOR

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REVISION KEYNOTE INDICATOR

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NORTH ARROW (CONSTRUCTION NORTH)

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AutoCAD SHX Text A-401

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CONFERENCE

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NEW WORK KEYNOTE INDICATOR

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SPECIALTY ITEM IDENTIFIER

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AutoCAD SHX Text A-301

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AutoCAD SHX Text A

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

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LETTER INDICATES SECTION, NUMBER INDICATES DETAIL OR ELEVATION

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REFERENCED DRAWINGS

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SCALE

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INSULATED METAL PANEL

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PSIG POUNDS PER SQUARE INCH GUAGE

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AHJ AUTHORITY HAVING JURISDICTION

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NORTH IPT

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NORFOLK NAVAL STATION - NORFOLK, VIRGINIA

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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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DEPARTMENT OF THE NAVY

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING 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: 31 JANUARY 2017

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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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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PHILADELPHIA, PENNSYLVANIA

AutoCAD SHX Text 1585552

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MM/DD/YY

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COVER SHEET, DRAWING INDEX AND LEGENDS

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PKI

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MCP

AS NOTED

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NOT FOR CONSTRUCTION

04/06/2018

PREFINAL

SUBMITTAL

Whitman, Requardt & Associates, LLP

801 South Caroline Street, Baltimore, Maryland 21231

GENERAL SHEET NOTES

GRAPHIC SCALE

SHEET KEYNOTES

SHEET LEGEND

AD-101

PARTIAL GROUND FLOOR PLAN - DEMOLITION

CONCRETE BATCH PLANT @ BUILDING 20

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EXIST COLUMN (18 X 12)

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EXIST COLUMN (18 X 12)

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REMOVE EXISTING INFILLED OPENING

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REMOVE EXISTING INFILLED WALL OPENING

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EXIST POWER DIST

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EXIST CONCRETE BATCH PLANT

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EXIST COLUMN (TYPICAL)

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REMOVE EXISTING FOR 3'-0" X 7'-0 DOOR AND FRAME

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REMOVE PORTION OF EXISTING CONCRETE SLAB

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SAWCUT LIMIT OF DEMOLITION

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EXISTING PILES TO REMAIN (TYPICAL)

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EXISTING SILOS TO BE REMOVED, CONCRETE PAD AND SUPPORTING PILES TO REMAIN

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EXISTING CONCRETE PAD FOUNDATION TO BE REMOVED

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NORTH IPT

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NORFOLK NAVAL STATION - NORFOLK, VIRGINIA

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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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DEPARTMENT OF THE NAVY

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SCALE:

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CONSTR. CONTR. NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 31 JANUARY 2017

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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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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PHILADELPHIA, PENNSYLVANIA

AutoCAD SHX Text 1585552

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MM/DD/YY

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1. TEMPORARY SAND STORAGE AND DELIVERY SYSTEM IS TO BE TEMPORARY SAND STORAGE AND DELIVERY SYSTEM IS TO BE INSTALLED AND TESTED PRIOR TO ANY DEMOLITION. SEE NEW WORK PLANS FOR INTENDED TEMPORARY SAND STORAGE AND DELIVERY SYSTEM WORK 2. DEMOLITION OF EXISTING CONCRETE BATCH PLANT AND DEMOLITION OF EXISTING CONCRETE BATCH PLANT AND TEMPORARY SAND STORAGE AND DELIVERY SYSTEM IS NOT TO OCCUR UNTIL THE NEW CONCRETE BATCH PLANT IS INSTALLED AND SUCCESSFULLY TESTED OPERATIONALLY. 3. SEE NEW WORK PLANS FOR CLARITYSEE NEW WORK PLANS FOR CLARITY

AutoCAD SHX Text THIS IS THE MULTI-LINE TEXT NOTE BLOCK FOR DEMOLITION NOTES. (ADD A BLANK LINE BETWEEN NOTES FOR CORRECT SPACING)

AutoCAD SHX Text THIS IS THE MULTI-LINE TEXT NOTE BLOCK FOR NEW WORK NOTES (ADD A BLANK LINE BETWEEN NOTES FOR CORRECT SPACING)

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SCALE:

AutoCAD SHX Text 16'

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

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

AutoCAD SHX Text ADD A SHEET LEGEND IS NECESSARY, DELETE THIS SECTION IF A LEGEND DOES NOT APPLY TO YOUR SHEET

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BUILDING 20 PARTIAL GROUND FLOOR PLAN - DEMOLITION

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PKI

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MCP

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AS NOTED

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AD101

SCALE 1/8"= 1'-0"

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04/06/2018

PREFINAL

SUBMITTAL

Whitman, Requardt & Associates, LLP

801 South Caroline Street, Baltimore, Maryland 21231

GENERAL SHEET NOTES

GRAPHIC SCALE

SHEET KEYNOTES

SHEET LEGEND

A-101

PARTIAL GROUND FLOOR PLAN

CONCRETE BATCH PLANT @ BUILDING 20

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EXIST LACED COL (18 X 12)

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CENTERLINE EXISTING INFILLED OPENING

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EXIST POWER DIST

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ACCESS FOR CONC TOTE W/FORKLIFT

AutoCAD SHX Text EXISTING SAND HOPPERS ABOVE (V.I.F.) TO BE REUSED FOR SAND STORAGE AS A PART OF THE TEMPORARY SAND STORAGE AND DELIVERY SYSTEM

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CENTERLINE EXISTING INFILLED OPENING

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STEEL STRUCTURE (TYPICAL)

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CONCRETE SLAB

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TEMPORARY SAND TRANSPORT SYSTEM

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EXISTING CONCRETE BATCH PLANT

AutoCAD SHX Text CONNECT TEMPORARY SAND STORAGE AND DELIVERY SYSTEM TO EXISTING CONCRETE BATCH PLANT

AutoCAD SHX Text FILL CONNECTION FOR DELIVERY OF SAND BY TRUCKS TO TEMPORARY SAND STORAGE AND DELIVERY SYSTEM

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3" INSULATED METAL PANEL

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3" INSULATED METAL PANEL (TYPICAL)

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ACCESS FOR CONC TOTE W/FORKLIFT

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ELEV 11.3'

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MIXER DISCHARGE (TYPICAL OF 4)

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AutoCAD SHX Text A.3

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NORTH IPT

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NORFOLK NAVAL STATION - NORFOLK, VIRGINIA

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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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DEPARTMENT OF THE NAVY

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING 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: 31 JANUARY 2017

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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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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PHILADELPHIA, PENNSYLVANIA

AutoCAD SHX Text 1585552

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MM/DD/YY

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1. TEMPORARY SAND STORAGE AND DELIVERY SYSTEM IS TO BE TEMPORARY SAND STORAGE AND DELIVERY SYSTEM IS TO BE INSTALLED AND TESTED PRIOR TO ANY DEMOLITION. 2. INSTALLATION OF THE NEW CONCRETE BATCH PLANT IS TO BE INSTALLATION OF THE NEW CONCRETE BATCH PLANT IS TO BE COMPLETED AND THE PLANT IS TO BE SUCCESSFULLY TESTED OPERATIONALLY BEFORE THE TEMPORARY SAND STORAGE AND DELIVERY SYSTEM IS TO BE DEMOLISHED. 3. SEE DEMOLITION PLANS FOR CLARITY.SEE DEMOLITION PLANS FOR CLARITY.

AutoCAD SHX Text THIS IS THE MULTI-LINE TEXT NOTE BLOCK FOR DEMOLITION NOTES. (ADD A BLANK LINE BETWEEN NOTES FOR CORRECT SPACING)

AutoCAD SHX Text THIS IS THE MULTI-LINE TEXT NOTE BLOCK FOR NEW WORK NOTES (ADD A BLANK LINE BETWEEN NOTES FOR CORRECT SPACING)

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 16'

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

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

AutoCAD SHX Text ADD A SHEET LEGEND IS NECESSARY, DELETE THIS SECTION IF A LEGEND DOES NOT APPLY TO YOUR SHEET

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NEW WORK AT NORTH EAST BUILDING 20

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PKI

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MCP

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AS NOTED

AutoCAD SHX Text A-101

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SCALE 1/8"= 1'-0"

AutoCAD SHX Text A1

AutoCAD SHX Text A301

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AutoCAD SHX Text A302

AutoCAD SHX Text A1

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AutoCAD SHX Text A401

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NOTE: SEE SHEETS A-401, A-402, FOR ENLARGED PLANS AT VARIOUS ELEVATIONS

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04/06/2018

PREFINAL

SUBMITTAL

Whitman, Requardt & Associates, LLP

801 South Caroline Street, Baltimore, Maryland 21231

GENERAL SHEET NOTES

GRAPHIC SCALE

SHEET KEYNOTES

SHEET LEGEND

A-301

EVEVATION LOOKING EAST

CONCRETE BATCH PLANT @ BUILDING 20

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ROOF STRUCTURE

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GUARDRAIL CONTINUOUS TYP

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18' DIAMETER SAND SILO

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MIXER PAIR

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WEIGH HOPPER

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18' DIAMETER SAND SILO

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CONCRETE SLAB

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STEEL STRUCTURE

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MIXER PAIR

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WEIGH HOPPER

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CENTERLINE AT NEW DOOR OPENING

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CENTERLINE AT NEW DOOR OPENING

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DUAL METAL LADDER W/ SIDE STEP PLATFORM W/GUARDRAILS @ 16' AFF

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MCC

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WATER PANEL

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CENTERLINE AT 12' DIA SILO

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3" INSULATED METAL PANEL

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HSS 12" X 12" TYPICAL

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CONC SLAB ON METAL DECK

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CONC SLAB ON METAL DECK

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CONC SLAB ON METAL DECK

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ROOF SLOPE: 1/2" PER FOOT

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LOW METAL ROOF SHOWN FOR CLARITY

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ACROSS EXIST METAL PANEL

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BLDG 20

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NEW SLAB ELEV 11.3'

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PLATFORM ELEV. 69.3'

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TOP OF SILO ELEV. 72.3'

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HP ROOF FRAME ELEV. 77.3'

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ROOF SLOPE: 1/4" PER FOOT

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ROOF ACCESS LADDER AND 2'-6 X 3'-0" ROOF HATCH BEYOND

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EPDM ROOF SYSTEM

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WEIGH HOPPER

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COILING DOOR BEYOND

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6" CONCRETE CURB (NORTH, EAST AND SOUTH SIDES)

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6" CONCRETE CURB

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NORTH IPT

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NORFOLK NAVAL STATION - NORFOLK, VIRGINIA

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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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DEPARTMENT OF THE NAVY

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING 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: 31 JANUARY 2017

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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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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PHILADELPHIA, PENNSYLVANIA

AutoCAD SHX Text 1585552

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MM/DD/YY

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1. 5' CLEAR SPACE ABOVE THE SILOS IS INTENDED TO HOUSE 5' CLEAR SPACE ABOVE THE SILOS IS INTENDED TO HOUSE BAGHOUSES FOR SILO VENTS, FILL PIPING AND ACCESS FOR PERSONNEL FOR MAINTENANCE PURPOSES. 2. ENCLOSURE ROOF IS INTENDED TO BE A "SHED" STYLE ROOF ENCLOSURE ROOF IS INTENDED TO BE A "SHED" STYLE ROOF SLOPED AWAY FROM BUILDING 20 TO THE EAST. 3. ENCLOSURE STRUCTURE WILL REQUIRE CROSS BRADING. IT IS ENCLOSURE STRUCTURE WILL REQUIRE CROSS BRADING. IT IS NOT SHOWN IN THIS SECTION FOR CLARITY. 4. ENCLOSURE STRUCTURE WILL INCLUDE GIRTS AND INSULATED ENCLOSURE STRUCTURE WILL INCLUDE GIRTS AND INSULATED WALL PANELS.

AutoCAD SHX Text THIS IS THE MULTI-LINE TEXT NOTE BLOCK FOR DEMOLITION NOTES. (ADD A BLANK LINE BETWEEN NOTES FOR CORRECT SPACING)

AutoCAD SHX Text THIS IS THE MULTI-LINE TEXT NOTE BLOCK FOR NEW WORK NOTES (ADD A BLANK LINE BETWEEN NOTES FOR CORRECT SPACING)

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3/16" = 1'-0"

AutoCAD SHX Text 10'

AutoCAD SHX Text 6'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text ADD A SHEET LEGEND IS NECESSARY, DELETE THIS SECTION IF A LEGEND DOES NOT APPLY TO YOUR SHEET

AutoCAD SHX Text

NEW WORK ELEVATION EAST AT BUILDING 20

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PKI

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MCP

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AS NOTED

AutoCAD SHX Text A-101

SCALE 3/16"= 1'-0"

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04/06/2018

PREFINAL

SUBMITTAL

Whitman, Requardt & Associates, LLP

801 South Caroline Street, Baltimore, Maryland 21231

GENERAL SHEET NOTES

GRAPHIC SCALE

SHEET KEYNOTES

SHEET LEGEND

A-302

SECTION LOOKING NORTH

CONCRETE BATCH PLANT @ BUILDING 20

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EPDM ROOF SYSTEM

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STEEL STRUCTURE

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CONCRETE SLAB COORDINATE ELEVATION TO MATCH FOUNDRY FLOOR SLAB ELEVATION

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STEEL STRUCTURE

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METAL STAIR BEYOND

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CENTERLINE AT 18' DIA SILO

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18' DIAMETER SAND SILO

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12' DIAMETER CEMENT SILO

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CENTERLINE AT 12' DIA SILO

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EXISTING MASONRY WALL

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EXISTING TRANSLUCENT FIBERGLASS PANEL WALL

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EXISTING METAL SIDING

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EXISTING TRANSLUCENT FIBERGLASS PANEL WALL

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EXISTING METAL SIDING

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EXISTING TRANSLUCENT FIBERGLASS PANEL WALL

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EXISTING METAL SIDING

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EXISTING TRANSLUCENT FIBERGLASS PANEL WALL

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EXISTING METAL SIDING

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LOW ROOF @ 1/2" SLOPE PER FOOT ENTIRE BLDG SPAN

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MIXER PAIR

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EXISTING SLAB ELEV 11.3'

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18' DIAMETER SAND SILO

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3" INSULATED METAL PANEL

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3" INSULASTED METAL PANEL

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EXISTING - BUILDING 20

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NEW WORK - BATCH PLANT

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CONC SLAB ON METAL DECK

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CONC SLAB ON METAL DECK TYP

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CONC SLAB ON METAL DECK TYP

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GUARDRAIL CONTINUIOUS

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METAL GRATING DECK

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PLATFORM ELEV. 69.3'

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TOP OF SILO ELEV. 72.3'

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HP ROOF FRAME ELEV. 77.3'

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DUAL METAL LADDER W/SIDE STEP PLATFORM W/GUARDRAILS @ 16' AFF

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ROOF ACCESS LADDER AND 2'-6 X 3'-0" ROOF HATCH BEYOND

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EXPANSION JOINT

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EXISTING SLAB

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10' NEW TOPPING AT PITCH REQ'D

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6" CONCRETE CURB

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NORTH IPT

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NORFOLK NAVAL STATION - NORFOLK, VIRGINIA

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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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DEPARTMENT OF THE NAVY

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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DESCRIPTION

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DATE

AutoCA…

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