24-0417 RR7 SRR161D STONE BAY PHYSICAL SECURITY - SOW.pdf

PDF 3 MB Posted May 29, 2025

Attached to: Building RR7/SRR161D Stone Bay Physical Security
Solicitation number: N4008525R2702
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · May 29, 2025

This Statement of Work (SOW) details a physical security project for Buildings RR7 and SRR161D at Camp Lejeune, North Carolina. The project involves demolition and renovation work, including removing existing hand rails, pickets, and posts, and installing new commercial ornamental high security fencing. Key requirements include site preparation, post installation using heavy-duty steel I-beam posts, rail and picket installation to match existing chain link fencing, and finishing work such as powder-coating the fence for aesthetics and corrosion resistance.

The project specifications include detailed technical requirements for fencing materials, welding procedures, and installation methods. Contractors must follow specific ASTM standards for steel coatings and welding, and must install security screens on windows with galvanized mounting tabs. The work also includes installing warning signs for the restricted area, with specifications for sign design, lettering, and placement. The project requires precise installation techniques, including ensuring posts are level, securing components with galvanized bolts, and maintaining specific gap tolerances between new and existing fencing elements.

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24-0417 RR7 SRR161D STONE BAY PHYSICAL SECURITY - SUBMITTAL REGISTER.pdf	PDF	May 29, 2025

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RIV

ER / STO

ES BA

EVERETT CREEK

NC 210

N BAY RD

OLD WILMINGTON RD

LOOP RD

L5 RANGE RD

EVERETT CREEK RD

A R

FIRE TOWER RD

O R

BUTTS AVE

C H

LIE R

RIFLE RANGE RD

L N

H C

O C

K R

E R

PISTOL LN

D R

G W

S T

A ST

B ST

C ST

SR61

RR150

RR470

RR3

RR120

SRR138B

SRR400K

SRR514

SRR140B

SRR503

SRR504

SRR502

SRR89

RR505

RR249

SRR212

SRR117

SRR118

SRR116

RR243

RR500

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SRR64

SRR451

SRR66

SRR65

SRR513

SRR417

SRR486

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SRR601

SRR602

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SRR25

SRR18

SRR21

SRR604

SRR605

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SRR16A

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SRR227

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RR271RR272

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SRR249G

SRR160B

SRR230

RR160

SRR122D

RR110

SRR123D

SRR249F

ALZ-32

ALZ-27

TLZ VULTURE

RIFLE RANGE RD

SRR160A

SRR160B

RR160

L N

RR3RR3

RR2

RR1

RR44

RR7

RR14

RR13

RR50

RR51

RR15

SRR44A

CAMP LEJEUNE, N.C.

LOCATION MAP AREA MAP

RR7/SRR161D STONE BAY

PHYSICAL SECURITY

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CAMP

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COURSE

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( IN FEET )

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RIVER

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LANDFILL

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ROICC OFFICE BLDG 1005

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FRENCH CREEK BORROW PIT

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STONE BAY PHYSICAL SECURITY

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PROJECT# 24M044CN24M044CN

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CONTRACT# 24-04170417

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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BLDG # MULTIPLE MULTIPLE

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SHEET OF OF OF

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TITLE

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STONE BAY PHYSICAL SECURITY

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PROJECT# 24M044CN24M044CN

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CONTRACT# 24-04170417

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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BLDG # MULTIPLE MULTIPLE

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SHEET OF OF OF

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NOTES

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STONE BAY PHYSICAL SECURITY

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RR7 SPECIFICATION

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RR7 DETAIL

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SRR161D SPECIFICATIONS

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SRR161D ELEVATION / FLOOR PLAN

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SRR161D EXISTING DETAIL

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SRR161D DETAIL

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SRR161D NEW FENCING

AutoCAD SHX Text SCOPE OF WORK: THE CONTRACTOR SHALL PROVIDE ALL MATERIAL, LABOR, EQUIPMENT AND THE CONTRACTOR SHALL PROVIDE ALL MATERIAL, LABOR, EQUIPMENT AND SUPERVISION REQUIRED TO ACCOMPLISH THE FOLLOWING. GENERAL DESCRIPTION: THIS SCOPE OF WORK IS TO BE ACCOMPLISHED AT BUILDINGS RR7 AND THIS SCOPE OF WORK IS TO BE ACCOMPLISHED AT BUILDINGS RR7 AND FOOT BRIDGE SRR161D. RR7 AND SRR161D ARE LOCATED ON POWDER LANE AND RIFLE RANGE ROAD, ABOARD, STONE BAY, NORTH CAROLINA. BUILDING RR7 CONTRACTOR SHALL FABRICATE AND INSTALL FOURTEEN(14) WINDOW AND SIX(6) BAY DOORS GALVANIZED SECURITY SCREENS OVER EXISTING WINDOW, WELDING THE BOLTS SECURED TO TABS. BRIDGE SRR161D CONTRACTOR TO DEMO HANDRAIL, POST AND ALL HARDWARE TO ADJACENT TO CHAIN LINK FENCE, FABRICATE MOUNTING BRACKETS TO I-BEAMS, I-BEAMS TO BE THRU BOLTED TO EXISTING GIRDER, PAINT WITH POWDER COATING, MATCHING AND INSTALLING AN ORNAMENTAL HIGH SECURITY FENCING. BUTTING UP TO EXISTING CHAIN LINK FENCING. NO GAP TO EXCEED TWO INCHES IN ALL FENCING. DETAILED REQUIREMENTS AND SPECIFICATIONS: THE CONTRACTOR SHALL TAKE HIS OWN FIELD : THE CONTRACTOR SHALL TAKE HIS OWN FIELD MEASUREMENTS IN DETERMINING REQUIRED MATERIALS AND COSTS FOR THE FOLLOWING. SPECIAL SCHEDULING AND ACCESS: ACCESS AND SCHEDULING TO THE WORK AREA SHALL BE ACCESS AND SCHEDULING TO THE WORK AREA SHALL BE ARRANGED THROUGH CONTRACTING OFFICER"S REPRESENTATIVE FOR THE OICC OFFICE AND THE TENANT OF THE BUILDING. POINT OF CONTACT FOR ACCESS TO BUILDING. RR7 POC ALBERT JAMES. MR. JAMES CAN BE REACHED AT 910-440-2651. SRR161D POC BEN NEMIER. Mr. NEMIER CAN BE REACHED AT 910-440-1044. NOTES: 1. THE MEASUREMENTS AND QUANTITIES FURNISHED HERE ARE FOR REFERENCE ONLY. THE THE MEASUREMENTS AND QUANTITIES FURNISHED HERE ARE FOR REFERENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ACTUAL FIELD VERIFICATION PRIOR TO BIDDING, ORDERING MATERIAL AND DURING EVERY STEP OF CONSTRUCTION FOR EXISTING SURFACES, DIMENSIONS AND CONDITIONS. 2. REPAIR, REFINISH OF AREAS DAMAGED OR DISTURBED BY NEW WORK TO BE PROVIDED REPAIR, REFINISH OF AREAS DAMAGED OR DISTURBED BY NEW WORK TO BE PROVIDED UNDER THIS CONTRACT. 3. CONTRACTOR MAY ONLY USE THE CAMP LEJEUNE SANITARY LANDFILL FOR THE DISPOSAL OF CONTRACTOR MAY ONLY USE THE CAMP LEJEUNE SANITARY LANDFILL FOR THE DISPOSAL OF ASBESTOS CONTAINING MATERIALS, BUILDING PRODUCTS WITH TIGHTLY ADHERED LEAD CONTAINING PAINT, NON-CONTAMINATED CLEAN DIRT AND CLEAN GRAVEL. THE HOURS OF OPERATIONS ARE 0730-1530 MONDAY- THURSDAY AND 0730-1430 ON FRIDAY. DELIVERY OF ACCEPTABLE MATERIALS (IDENTIFIED ABOVE) SHALL BE BY APPOINTMENT ONLY. APPOINTMENT MADE BY PHONE AT 1-910-457-5011 OR 1-910-451-2946. 4. ALL CONTAMINATED GENERATED MATERIAL SHALL BE WEIGHED THROUGH THE BASE LANDFILL ALL CONTAMINATED GENERATED MATERIAL SHALL BE WEIGHED THROUGH THE BASE LANDFILL SCALES BEFORE BEING REMOVED FROM THE BASE. CONTRACTOR UTILIZING THE BASE SCALE WILL REQUIRE CONTRACTING OFFICERS ASSISTED PER-REGISTRATION WITH THE LANDFILL MANAGER. 5. THE CONTRACTING OFFICER WILL REGISTER THE CONTRACT VIA E-MAIL, WITH THE BASE THE CONTRACTING OFFICER WILL REGISTER THE CONTRACT VIA E-MAIL, WITH THE BASE LANDFILL. ALL HAUL VEHICLES WILL MAINTAIN A SECURE VEHICLE PLACED AS A CONDITION TO UTILIZE THE SCALE. E-MAIL THE CONTRACTORS INFORMATION TO THE LANDFILL CLERK, INCLUDE THE NAME ON THE PRIME CONTRACTOR, CONTRACT NUMBER, JOB NAME / DESCRIPTION, COMPLETION DATE AND WHETHER OR NOT ANY ABOVE MATERIAL WILL BE DELIVERED TO THE LANDFILL. 6. PRIOR TO PERFORMING "HOT WORK" (WELDING, CUTTING, ECT.) OR OPERATING OTHER FLAME PRIOR TO PERFORMING "HOT WORK" (WELDING, CUTTING, ECT.) OR OPERATING OTHER FLAME -PRODUCING SPARK PRODUCING DEVICES, A WRITTEN PERMIT SHALL BE REQUESTED FROM THE FIRE DIVISION. CONTRACTORS ARE REQUIRED TO MEET ALL CRITERIA BEFORE A PERMIT IS ISSUED. THE CONTRACTOR WILL PROVIDE AT LEAST TWO (2) TWENTY (20) POUND 4A:20 BC RATED EXTINGUISHERS FOR NORMAL "HOT WORK". ALL EXTINGUISHERS SHALL BE CURRENT INSPECTION TAGGED, APPROVED SAFETY PIN AND TAMPER RESISTANT SEAL. IT IS ALSO MANDATORY TO HAVE A DESIGNATED FIRE WATCH FOR ANY "HOT WORK" DONE AT THIS ACTIVITY. THE FIRE WATCH SHALL BE TRAINED IN ACCORDANCE WITH NFPA 51B AND REMAIN ON SITE FOR A MINIMUM OF THIRTY (30) MINUTES AFTER WORK IS COMPLETED. 7. CONTRACTOR IS TO BE AWARE OF ALL RULES, REGULATION AND CODES REQUIRED FOR CONTRACTOR IS TO BE AWARE OF ALL RULES, REGULATION AND CODES REQUIRED FOR SUCCESSFUL COMPLETION OF PROJECT.

SUBMITTALS: 1. CONTRACTOR SHALL MAKE ELECTRONIC COPIES OF ALL SUBMITTALS, INCLUDE CONTRACTOR SHALL MAKE ELECTRONIC COPIES OF ALL SUBMITTALS, INCLUDE THE APPROVED TRANSMITTAL SHEETS AND PROVIDE TWO (2) CD/DVD'S CONTAINING ALL SUBMITTALS FOR PROJECT. THE CD/DVD'S SHALL BE MARKED "COMPLETE SUBMITTAL PACKAGE - "24-0417 STONE BAY PHYSICAL SECURITY" WITH CONTRACT # "N40085-24-B-0417" 2. AFTER AWARD: THE CONTRACTOR SHALL FURNISH THE CONTRACTING OFFICER, AFTER AWARD: THE CONTRACTOR SHALL FURNISH THE CONTRACTING OFFICER, MATERIAL, SPECIFICATIONS FOR SELECTION AND APPROVAL PRIOR TO THE ORDERING AND INSTALLATION OF SAID MATERIALS. 3. THE CONTRACTOR IS REQUIRED TO SUBMIT A SCHEDULE DETAILING WHEN THEY THE CONTRACTOR IS REQUIRED TO SUBMIT A SCHEDULE DETAILING WHEN THEY AND OR ANY SUBCONTRACTOR WILL BE WORKING. THE SCHEDULE MUST BE APPROVED BY GOVERNMENT BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL SUBMIT TO THE CONTRACTING OFFICER, THE THE CONTRACTOR SHALL SUBMIT TO THE CONTRACTING OFFICER, THE MANUFACTURE'S PRODUCT SPECIFICATIONS, COMPLETE WITH TECHNICAL PRODUCTS DATA FOR ALL OF THE MATERIAL BEING USED IN THIS PROCESS. THE PRODUCT SPECIFICATION SHALL AS A MINIMUM, PROVIDE THE TECHNICAL DETAILS ON THE FOLLOWING ITEMS. 5. SUBMIT: SUBMIT: A. INSTALLATION DRAWINGS /SHOP DRAWINGS / AS BUILT DRAWINGS INSTALLATION DRAWINGS /SHOP DRAWINGS / AS BUILT DRAWINGS B. PRODUCT DATA PRODUCT DATA B.A. MANUFACTURES TECHNICAL DATA SHEET MANUFACTURES TECHNICAL DATA SHEET B.B. MATERIAL SAFETY DATA SHEETS (MADA) MATERIAL SAFETY DATA SHEETS (MADA) B.C. MAINTENANCE DATA MAINTENANCE DATA C. "COMPLETE SUBMITTAL PACKAGE CONTRACT #24M044CN" "COMPLETE SUBMITTAL PACKAGE CONTRACT #24M044CN" 6. QUALIFICATIONS: QUALIFICATIONS: 6.1. FABRICATOR QUALIFICATIONS: MINIMUM OF THREE YEARS DOCUMENTED FABRICATOR QUALIFICATIONS: MINIMUM OF THREE YEARS DOCUMENTED EXPERIENCE IN FABRICATING FOR PROJECT SIMILAR IN SCOPE AND COMPLEXITY TO THIS PROJECT CURRENTLY CERTIFIED BY THE MANUFACTURER AS ACCEPTABLE FABRICATOR. 6.2. INSTALLER QUALIFICATION: MINIMUM OF THREE YEARS DOCUMENTED INSTALLER QUALIFICATION: MINIMUM OF THREE YEARS DOCUMENTED INSTALLATION EXPERIENCE FOR PROJECT SIMILAR IN SCOPE AND COMPLEXITY TO THIS PROJECT AND CURRENTLY CERTIFIED BY MANUFACTURER AS AN ACCEPTABLE INSTALLER.

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PROJECT# 24M044CN24M044CN

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CONTRACT# 24-04170417

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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BLDG # MULTIPLE MULTIPLE

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SHEET OF OF OF

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FLOOR PLAN

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SPECIFICATIONS

AutoCAD SHX Text SPECIFICATIONS: UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) ASCE 7 (2017) Minimum Design Loads for Buildings and Other Structures ASHRAE FUN IP (2017) Fundamentals Handbook, I-P Edition ASME B29.400 (2001;(R 2008) (R2013) (R 2018)) "H" Type Mill Chainsand (2001;(R 2008) (R2013) (R 2018)) "H" Type Mill Chainsand Sprockets. ASTM A153/A153M (2016) Standard Specification for Zinc Coatings, Carbon, (2016) Standard Specification for Zinc Coatings, Carbon, for General Application. ASTM A27/A27M (2017) Standard Specification for Steel casting, Carbon, (2017) Standard Specification for Steel casting, Carbon, for General Application. ASTM A307 (2014; E 2017) Standard Specification for Carbon Steel (2014; E 2017) Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI tensile Strength. ASTM A36/A36M (2014) Standard Specification for carbon Structural (2014) Standard Specification for carbon Structural Steel. ASTM A48/A48M (2003: R 2012) Standard Specification for Gray Iron (2003: R 2012) Standard Specification for Gray Iron Casting. ASTM A53/A53M (2018) Standard Specification for pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and seamless. ASTM A653/A653M (2017) Standard Specification for Steel Sheet, (2017) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process. ASTM A666 (2015) Standard Specification for Annealed or (2015) Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plated and Flat bar. ASTM A780/A780M (2009; R 2015) Standard Practice for Repair of Damaged (2009; R 2015) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings. ASTM A924/A924M (2017a) Standard Specification for General Requirements (2017a) Standard Specification for General Requirements for Steel Sheet, metallic-Coated by hot-Dip process. ASTM E84 (2018a) Standard Test Method for Surface Burning (2018a) Standard Test Method for Surface Burning Characteristics of Building Material. MCO P5530.14 MARINE CORPS PHYSICAL SECURITY MANUAL MARINE CORPS PHYSICAL SECURITY MANUAL

SECURITY SCREENS: 1. SHALL BE CONSTRUCTED FROM ONE AND ONE HALF (1 ")STEEL ANGLE AND NINE (9) SHALL BE CONSTRUCTED FROM ONE AND ONE HALF (1 ")STEEL ANGLE AND NINE (9) 12")STEEL ANGLE AND NINE (9) GAUGE EXPANDED METAL 1.1. EACH SCREEN SHALL HAVE A MINIMUM OF THREE (3) MOUNTING TABS WELDED, EACH SCREEN SHALL HAVE A MINIMUM OF THREE (3) MOUNTING TABS WELDED, EVENLY SPACED TO EACH SIDE OF SECURITY SCREEN. 1.2. MOUNTING TABS SHALL BE ONE QUARTER OF INCH ( ") BY TWO INCH(2") BY MOUNTING TABS SHALL BE ONE QUARTER OF INCH ( ") BY TWO INCH(2") BY 14") BY TWO INCH(2") BY SIX(6") IN LENGTH MINIMUM. 2. ALL SECURITY SCREENS AND MOUNTING TABS SHALL BE GALVANIZED BY HOT ALL SECURITY SCREENS AND MOUNTING TABS SHALL BE GALVANIZED BY HOT DIPPED PROCESS AFTER FABRICATION. 3. INSTALL SECURITY SCREENS TO EXISTING BRICK WALLS INSTALL SECURITY SCREENS TO EXISTING BRICK WALLS 3.1. SLEEVE ANCHORS: THREE-EIGHTS ( ") BY THREE INCH (3") MINIMUM, SHALL BE SLEEVE ANCHORS: THREE-EIGHTS ( ") BY THREE INCH (3") MINIMUM, SHALL BE 38") BY THREE INCH (3") MINIMUM, SHALL BE GALVANIZED LAG BOLTS WITH CONCRETE ANCHOR SHIELDS. 3.2. CONTRACTOR SHALL WELD LAG BOLTS TO SECURITY SCREENS TO INSURE THAT CONTRACTOR SHALL WELD LAG BOLTS TO SECURITY SCREENS TO INSURE THAT BOLTS CANNOT BE BACKED OUT FROM THE ANCHORED LOCATION. 4. CONTRACTOR SHALL APPLY COLD GALVANIZED PAINT OVER NEWLY WELDED BOLTS CONTRACTOR SHALL APPLY COLD GALVANIZED PAINT OVER NEWLY WELDED BOLTS AND TABS. 4.1. COVER BRICK TO PROTECT AS NOT SPRAY PAINT ON BRICK. COVER BRICK TO PROTECT AS NOT SPRAY PAINT ON BRICK.

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PROJECT# 24M044CN24M044CN

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CONTRACT# 24-04170417

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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BLDG # MULTIPLE MULTIPLE

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SHEET OF OF OF

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RR7

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NO#

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ITEM

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TOTAL

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SIZE

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DEMO

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RENO

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WINDOW

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AutoCAD SHX Text 44"X64"

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SECURIYIY SCREENS

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WINDOW

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AutoCAD SHX Text 12"X18"

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SECURITY SCREENS

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

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RR7 FLOOR PLAN

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AutoCAD SHX Text 1/2" = 1'-0"

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RR7 SCURITIY SCREEN

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AutoCAD SHX Text 3/32" = 1'-0"

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RR7 ELEVATION

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PROJECT# 24M044CN24M044CN

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CONTRACT# 24-04170417

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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BLDG # MULTIPLE MULTIPLE

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SHEET OF OF OF

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SRR161D

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SPECIFICATIONS

AutoCAD SHX Text SRR161D DEMO: 1. EXISTING HAND RAIL, PICKETS, POST ON SIDE ADJACENT TO EXISTING HAND RAIL, PICKETS, POST ON SIDE ADJACENT TO CHAIN LINK FENCE. 1.1. REMOVE BOLTS AND BLOCKING HOLDING POST REMOVE BOLTS AND BLOCKING HOLDING POST Reno: COMMERCIAL ORNAMENTAL HIGH SECURITY FENCING: 1. SITE PREPARATION: 1.1. CUT DECKING AT NEW FENCE SUPPORTS LOCATIONS. CUT DECKING AT NEW FENCE SUPPORTS LOCATIONS. 2. Post Installation: 2.1. I-BEAM POSTS: THESE HEAVY-DUTY STEEL POSTS PROVIDE STABILITY AND SUPPORT PLATE FOR THE FENCE. 2.2. DRILL HOLES FOR THE POSTS AND SUPPORT PLATES AT REGULAR INTERVALS (TYPICALLY 6 TO 8 FEET APART. 2.2.1. INSERT THE I-BEAM POSTS WITH SUPPORT PLATES INTO THE NEW HOLE HOLES AND SECURE WITH " GALVANIZED NEW HOLE HOLES AND SECURE WITH " GALVANIZED 58" GALVANIZED BOLTS TO EXISTING GIRDER. TO EXISTING GIRDER. 3. ENSURE THE POSTS ARE LEVEL AND PLUMB. 4. RAIL AND PICKET INSTALLATION: 4.1 ATTACH HORIZONTAL RAILS TO THE I-BEAM POSTS USING BRACKETS OR WELDING. 4.2. SECURE THE PICKETS IN PLACE. 5. FINISHING: 5.1 AFTER WELDING OF I BEAMS. 5.1..2 POWDER-COAT THE FENCE FOR AESTHETICS AND CORROSION RESISTANCE. CORROSION RESISTANCE. 6. QUALITY CHECK: 6.1 INSPECT THE ENTIRE FENCE FOR PROPER ALIGNMENT, LEVELNESS, AND STABILITY.

AutoCAD SHX Text COMPLIANCE WITH: ASTM: 1. A653/A653M-15E1 - STEEL SHEET, ZINC-COATED (GALVANIZED) OR A653/A653M-15E1 - STEEL SHEET, ZINC-COATED (GALVANIZED) OR ZINC 2. ALLOY-COATED (GALVANNEALED) BY HOT-DIP PROCESS. ALLOY-COATED (GALVANNEALED) BY HOT-DIP PROCESS. A924/A924M-14E1 - GENERAL REQUIREMENTS FOR STEEL SHEET, METALLIC COATED BY THE HOT-DIP PROCESS. 3. D2794-93(2010) - TEST METHOD FOR RESISTANCE OF ORGANIC D2794-93(2010) - TEST METHOD FOR RESISTANCE OF ORGANIC COATINGS TO THE EFFECTS OF RAPID DEFORMATION (IMPACT). 4. F2408-16 - ORNAMENTAL FENCES EMPLOYING GALVANIZED STEEL F2408-16 - ORNAMENTAL FENCES EMPLOYING GALVANIZED STEEL PICKETS. 5. WELDERS AND WELDING PROCEDURES QUALIFICATIONS: AWS D1.1/D1.1M. WELDERS AND WELDING PROCEDURES QUALIFICATIONS: AWS D1.1/D1.1M. AWS D1.3/D1.3M. 6. UNIFIED FACILITIES GUIDE SPECIFICATION UNIFIED FACILITIES GUIDE SPECIFICATION 6.1. 32-31-4032-31-40

SIGNS SIGNS Perimeter barriers of all restricted areas(including buildings at primary entry points) will be posted with signs measuring approximately twelve inches by eighteen inches in size with proportionate lettering. Sign will read as follows: WARNING RESTRICTED AREA KEEP OUT AUTHORIZED PERSONNEL ONLY 1. All words except "WARNING" will be black All words except "WARNING" will be black lettering 2. The word "WARNING" will be red lettering The word "WARNING" will be red lettering 3. All words will be on white background to All words will be on white background to obtain maximum color contrast. 4. PLACED 100FT APART OR ONE ON EACH SIDE.PLACED 100FT APART OR ONE ON EACH SIDE.

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PROJECT# 24M044CN24M044CN

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CONTRACT# 24-04170417

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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BLDG # MULTIPLE MULTIPLE

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SHEET OF OF OF

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SRR161D

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ELEVATION / FLOOR PLAN

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

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SRR161D EXISTING

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

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SRR161D BRIDGE PLAN

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ROAD VIEW PICTURE

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PROJECT# 24M044CN24M044CN

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CONTRACT# 24-04170417

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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BLDG # MULTIPLE MULTIPLE

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SHEET OF OF OF

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SRR161D

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DETAIL

AutoCAD SHX Text DEMO EXISTING POST, HAND RAILS, PICKETS, FASTENERS ON SIDE ADJACENT TO EXISTING CHAIN LINK FENCE. CONTRACTOR TO DEPOSE OF ALL MATERIAL

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SRR161D FOOT BRIDGE

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EXISTING HAND RAIL

EXISTING SRR161D FOOT BRIDGE AND FENCING

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PROJECT# 24M044CN24M044CN

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CONTRACT# 24-04170417

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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BLDG # MULTIPLE MULTIPLE

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SHEET OF OF OF

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SRR161D

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DETAIL

AutoCAD SHX Text FENCING: 1. ORNAMENTAL HIGH SECURITY ORNAMENTAL HIGH SECURITY 1.1. SIZE: 2 " WIDE X " X THICK X 8'(FT.). SIZE: 2 " WIDE X " X THICK X 8'(FT.). 34" WIDE X " X THICK X 8'(FT.). 34" X THICK X 8'(FT.). 1.2. RAILS: 2" SQ. RAILS: 2" SQ. 2. POST: POST: 2.1. I-BEAM POST I-BEAM POST 2.1.1. SIZE: 1 " X 4" SIZE: 1 " X 4" 34" X 4" 2.2. PLATE: PLATE: 2.2.1. STEEL " X 10"X 1' STEEL " X 10"X 1' 14" X 10"X 1' 2.2.2. WELD PLATE WELD PLATE 2.3. POWERED COATED AFTER WELDING. POWERED COATED AFTER WELDING. 2.4. MOUNTING: MOUNTING: 2.4.1. " THRU BOLTS W/ WASHERS NUTS 58" THRU BOLTS W/ WASHERS NUTS 2.4.1.1. GALVANIZEDGALVANIZED

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I-BEAM POST

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EXISTING DECKING

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I-BEAM MOUNTING PLATE

AutoCAD SHX Text 3" = 1'-0"

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I-BEAM MOUNTING

1/2" = 1'-0"

RESTRICTED AREA

WARNING

PERSONNEL ONLY

AUTHORIZED

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KEEP OUT

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STONE BAY PHYSICAL SECURITY

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PROJECT# 24M044CN24M044CN

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CONTRACT# 24-04170417

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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BLDG # MULTIPLE MULTIPLE

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SHEET OF OF OF

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SRR161D

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NEW ELEVATION

AutoCAD SHX Text POST: 1. I- BEAM TO BE CONCRETED: I- BEAM TO BE CONCRETED: 1.1. 36"DEPTH X 9". MIN DIA. 36"DEPTH X 9". MIN DIA. 2. PICKETS AND RAIL: TO MEET EXISTING PICKETS AND RAIL: TO MEET EXISTING CHAIN LINK FENCING W 2" MIN GAP

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NEW ELEVATION

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

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NEW ELEVATION

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

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CAP

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POST

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CONCRETE

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SEE SPECIFICATION SHEET: SPECIFICATION SRR161D SIGN

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GROUNDING AND SIGNAGE

1'1/2" = 1'-0"

Sheets and Views

STONE BAY PHYSICAL SECURITY-TITLES

STONE BAY PHYSICAL SECURITY-NOTES

STONE BAY PHYSICAL SECURITY-SPECIFICATIONS RR7

STONE BAY PHYSICAL SECURITY-RR7 DETAIL

STONE BAY PHYSICAL SECURITY-SPECIFICATIONS SRR161D

STONE BAY PHYSICAL SECURITY-SRR161D ELEVATION FLOOR PLAN

STONE BAY PHYSICAL SECURITY-EXISTING DETAIL

STONE BAY PHYSICAL SECURITY-SRR161D DETAIL

STONE BAY PHYSICAL SECURITY-SRR161D (2)

File details come from the government source that posted it. Updated May 29, 2025.