RFP Atch 3b(ii) - Bldg 1108 LPS Drawings.pdf
PDF 3 MB Posted
- Attached to
- Multiple Award Construction Contract (MACC), Moody AFB Federal contract opportunity
- Solicitation number
- FA483024R0007
About this file
This document is a set of drawings for the lightning protection system (LPS) upgrade for Building 1108 at Moody Air Force Base, Georgia. The drawings provide details for the demolition of the existing LPS, the installation of a new catenary wire LPS, and the below-grade grounding system. Key details include:
The completed LPS installation shall meet the requirements of NFPA 780, UL 96A, and Air Force Instruction 32-1065. The LPS includes the installation of one new 50-ft tall wooden pole, the installation of new copper air terminals and down-conductors on the existing and new poles, the installation of a new copper counterpoise conductor system, and the bonding of all system components. The drawing set includes detailed plans and schematics as well as installation notes and requirements. This drawing set is part of the solicitation documents for the Multiple Award Construction Contract (MACC) at Moody AFB.
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Text version
J G le n n G r e g o r y
A s s o c i a t e s
A r c h i t e c t s P
C
QSEU 23-0118, BLDG 1108
MAFB PROJECT
DSN RPR LIGHTNING PROTECTION SYSTEM, MULTI FAC
C-1
DRAWING INDEX
C-1 BUILDING 1108 COVER SHEET
E-1 BUILDING 1108 LPS DEMOLITION DRAWING
E-2 BUILDING 1108 LPS ABOVE GRADE PLAN
E-3 BUILDING 1108 LPS BELOW GRADE GROUNDING PLAN
E-4 BUILDING 1108 DETAILS
BUILDING 1108
RfP FA483024R0007 Attachment 3b(ii)
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MOODY AIR FORCE BASE, GEORGIA
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347 CIVIL ENGINEER SQUADRON
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DEPARTMENT OF THE AIR FORCE
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DESIGN FILE NO:
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MEMBER AMERICAN INSTITUTE OF ARCHITECTS
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1807 N PATTERSON STREET
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VALDOSTA, GA 31603
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PHONE (229) 249-8833
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FAX (229) 249-9002
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QSEU 23-0118, BLDG 1108
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MAFB PROJECT
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DSN RPR LIGHTNING PROTECTION SYSTEM, MULTI FAC
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DD & DW
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BUILDING 1108 COVER SHEET
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DH
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1 CONTRACTOR SHALL REMOVE ALL EXISTING OVERHEAD GROUND WIRES.
2 CONTRACTOR SHALL REMOVE ALL AIR TERMINALS AND AIR TERMINALS BASES .
3 CONTRACTOR SHALL DEMO EXISTING DOWN-CONDUCTORS FROM TOP OF EACH POLE DOWN TO
COUNTERPOISE CONDUCTOR.
4 CONTRACTOR SHALL EXCAVATE, CUT, AND REMOVE THE EXISTING COUNTERPOISE CONDUCTOR.
5 CONTRACTOR SHALL DEMO THE EXISTING GROUND RODS AND GROUNDING TEST WELLS.
6 CONTRACTOR SHALL LEAVE THE EXISTING POLES AND GUY WIRES IN PLACE.
(THIS SHEET ONLY)NOTES:
SCALE: NONE
BUILDING 1108 LPS DEMOLITION DRAWING
NORTH
EXISTING
POLE #2
EXISTING
POLE #1
EXISTING
POLE #5
EXISTING
POLE #4
EXISTING
POLE #3
COUNTERPOISE
GUY WIRE
GROUND TEST WELL AND GROUNDING ROD
NEW POLE
EXISTING POLE
EXISTING LIGHT POLE
CATENARY WIRE AERIAL
LEGEND
UNDERGROUND COUNTERPOISE
GUY WIRE ANCHOR
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MEMBER AMERICAN INSTITUTE OF ARCHITECTS
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1807 N PATTERSON STREET
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VALDOSTA, GA 31603
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PHONE (229) 249-8833
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FAX (229) 249-9002
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QSEU 23-0118, BLDG 1108
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MAFB PROJECT
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DSN RPR LIGHTNING PROTECTION SYSTEM, MULTI FAC
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BUILDING 1108 LPS DEMOLITION DRAWING
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1 THE COMPLETED CATENARY WIRE LIGHTNING PROTECTION SYSTEM INSTALLATION SHALL MEET THE REQUIREMENTS OF THE LATEST ADOPTED VERSION OF THE NFPA'S "STANDARD FOR THE INSTALLATION OF LIGHTNING PROTECTION SYSTEMS" (NFPA 780) INCLUDING CHAPTER 8 (PROTECTION OF STRUCTURES HOUSING EXPLOSIVE MATERIALS), THE "INSTALLATION REQUIREMENTS FOR LIGHTNING PROTECTION SYSTEMS, UL 96A" OF UNDERWRITERS LABORATORIES INC, AND AIR FORCE INSTRUCTION 32-1065 "GROUNDING SYSTEMS". THIRD PARTY CERTIFICATION SHALL BE FURNISHED TO OWNER UPON
COMPLETION IF REQUIRED.
2 DESIGN SHOWN IS SCHEMATIC AND INTENDED TO SHOW BASIC SYSTEM DESIGN. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND SITE CONDITIONS
AND PROVIDE A SYSTEM THAT COMPLIES WITH CODE REQUIREMENTS.
3 DESIGN SHOWN AND NOTES HEREIN APPLY ONLY TO CATENARY WIRE SYSTEM AND DO NOT INCLUDE THE FIXED STRUCTURE BEING PROTECTED.
4 NEW LIGHTNING PROTECTION POLE (1) SHALL BE TRANSMISSION/DISTRIBUTION RATED PER UFC 3-575-01. NEW LIGHTNING PROTECTION POLE
INSTALLATION LOCATIONS ARE ANNOTATED ON DRAWINGS.
5 THE TOP OF THE NEW LIGHTNING PROTECTION POLE SHALL BE POSITIONED 50-FT ABOVE FINISHED GRADE.
6 INSTALL A 2-FT, 1/2-IN DIAMETER COPPER AIR TERMINAL (HARGER 1224CUAT OR SIMILAR) WITH BRONZE SCREW-IN BASES (HARGER CUBU121 OR SIMILAR) ON TOP OF THE NEW LIGHTNING PROTECTION POLE AND ON EXISTING POLES. AIR TERMINAL BASES SHALL BE SECURED TO THE POLES USING
CORROSION RESISTANT STAINLESS STEEL FASTENERS. SEE DETAIL SHEET E4.
7 INSTALL TWO CLASS I STRANDED COPPER DOWN-CONDUCTORS EXTENDING FROM TOP OF NEW LIGHTNING PROTECTION POLE TO GROUND LEVEL.
DOWN-CONDUCTORS SHALL BE POSITIONED ON OPPOSING SIDES OF THE NEW POLES AND SHALL BE SECURED AT INTERVALS NOT EXCEEDING 3-FT USING
MATERIAL-COMPATIBLE CONDUCTOR CLIPS AND CORROSION RESISTANT FASTENERS.
8 ALL LIGHTNING CONDUCTORS ARE TO MAINTAIN A HORIZONTAL OR DOWNWARD PATH. ALL BENDS IN THE CONDUCTOR SHALL HAVE A RADIUS OF 8" OR
GREATER AND SHALL HAVE AN ANGLE BEND OF 90 DEGREES OR GREATER.
9 ENCLOSE DOWN CONDUCTORS (2 PER POLE) WITHIN SCHEDULE 80 PVC CONDUIT EXTENDING, AT MINIMUM, 6-ft ABOVE GROUND LEVEL. SECURE PVC
CONDUIT TO SUPPORT POLES.
10 GENERAL: BI-METALLIC LIGHTNING PROTECTION SYSTEM COMPONENTS SHALL BE USED TO AVOID GALVANIC CORROSION WHERE APPLICABLE. REFER TO
NFPA 780, ARTICLE 4.3.
11 ALL OVERHEAD GROUND WIRES (CATENARY WIRE SYSTEM) SHALL BE ½-IN OUTER DIAMETER COPPER-CLAD STEEL CONDUCTORS PER NFPA 780, ARTICLE 4.6.
12 BOND COPPER OVERHEAD GROUND WIRES TO GALVANIZED STEEL GUY WIRES USING APPROPRIATE BI-METALLIC BONDING CONNECTORS (HARGER
# TBCTC OR SIMILAR) PER ARTICLE 4.6.4.5. SEE DETAIL SHEET E-4.
13 FOR EACH OVERHEAD GROUND WIRE, TERMINATE END 'A' IN STAINLESS STEEL OPEN SOCKET SWAGE FITTING (ESCO HOLERITE 4179732 OR SIMILAR).
FASTEN END A TO EXISTING MECHANICAL EYE BOLT AT WOODEN LIGHTNING PROTECTION POLE TOP USING CLEVIS PIN. SEE DETAIL SHEET E-4.
14 FOR EACH OVERHEAD GROUND WIRE, TERMINATE END 'B' IN STAINLESS STEEL CLOSED SOCKET SWAGE FITTING (ESCO HOLERITE 5111839 OR SIMILAR).
CONNECT TO STAINLESS STEEL TURNBUCKLE VIA CLEVIS PIN. CONNECT OPPOSITE SIDE OF TURNBUCKLE TO EXISTING MECHANICAL EYE BOLT AT WOODEN LIGHTNING PROTECTION POLE TOP USING CLEVIS PIN. TIGHTEN TURNBUCKLE UNTIL REQUIRED 3-FT SAG IS ACHIEVED. SEE DETAIL SHEET E-4.
15 AT MID-SPAN LIGHTNING PROTECTION POLES, BOND OVERHEAD GROUND WIRES WITH A CLASS II COPPER-CLAD STEEL CONDUCTOR JUMPER. SECURE TO OVERHEAD GROUND WIRES WITH HIGH-COMPRESSION BRONZE CONNECTORS (HARGER B1BC OR SIMILAR) AND SECURE TO AIR TERMINAL CABLE
CLAMP BASE. SEE DETAIL SHEET E-4.
16 AT MID-SPAN LIGHTNING PROTECTION POLES, BOND EACH OVERHEAD GROUND WIRE TO EXISTING DOWN-CONDUCTORS (TWO PER POLE ON OPPOSING SIDES) USING CLASS II OUTER DIAMETER COPPER-CLAD STEEL CONDUCTOR JUMPER. BOND EACH JUMPER TO OVERHEAD GROUND WIRE AND DOWN-CONDUCTOR WITH HIGH-COMPRESSION BRONZE CONNECTORS (HARGER B1BC OR SIMILAR). SEE DETAIL SHEET E-4.
17 AT LIGHTNING PROTECTION POLES WHERE OVERHEAD GROUND WIRE TERMINATES, BOND OVERHEAD GROUND WIRE TO DOWN-CONDUCTOR WITH A CLASS II COPPER-CLAD STEEL CONDUCTOR JUMPER WITH A HIGH-COMPRESSION BRONZE CONNECTOR (HARGER B1BC OR SIMILAR). SECURE JUMPER
TO AIR TERMINAL CABLE CLAMP BASE. SEE DETAIL SHEET E-4.
18 CONTRACTOR SHALL INSTALL BOLLARDS AROUND NEW LIGHTNING PROTECTION POLES. SEE DETAIL.
EXISTING
POLE #4
END A
EXISTING
POLE #3
END B
EXISTING POLE #2
END A
EXISTING POLE #5
END A
EXISTING POLE #1
END A
SEE DETAILS F,J
SEE DETAILS G,J
(THIS SHEET ONLY)NOTES:
SEE DETAILS G,J
SEE DETAILS G,J
SEE DETAILS G,J
EXISTING WOODEN POLE 50.0-FT AFG
EXISTING WOODEN POLE
39.5-FT AFG
EXISTING WOODEN POLE 39.5-FT AFG
EXISTING WOODEN POLE 49.1-FT AFG
EXISTING WOODEN POLE
39.7-FT AFG
171312876
171312876
17131287 6
171312876
GROUND TEST WELL AND GROUNDING ROD
NEW POLE
EXISTING POLE
EXISTING LIGHT POLE
CATENARY WIRE AERIAL
LEGEND
UNDERGROUND COUNTERPOISE
GUY WIRE ANCHOR
142' - 0"
115' - 0"
80' - 4" 100' - 0"
40' - 6"
56' - 0"
8' - 0"
SCALE: 1
8" = 1'-0"
BUILDING 1108 ABOVE GRADE PLANNORTH
NEW
POLE #6
END B
SEE DETAILS F,J
NEW WOODEN POLE 50.0-FT AFG
TYPICAL
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MEMBER AMERICAN INSTITUTE OF ARCHITECTS
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1807 N PATTERSON STREET
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VALDOSTA, GA 31603
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PHONE (229) 249-8833
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FAX (229) 249-9002
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QSEU 23-0118, BLDG 1108
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MAFB PROJECT
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DSN RPR LIGHTNING PROTECTION SYSTEM, MULTI FAC
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DD & DW
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BUILDING 1108 ABOVE GRADE PLAN
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CLASS II, STRANDED COPPER (MINIMUM)
1 THE COMPLETED LIGHTNING PROTECTION SYSTEM INSTALLATION SHALL MEET THE REQUIREMENTS OF THE LATEST ADOPTED VERSION OF THE NFPA'S "STANDARD FOR THE INSTALLATION OF LIGHTNING PROTECTION SYSTEMS" (NFPA 780) INCLUDING CHAPTER 8 (PROTECTION OF STRUCTURES HOUSING EXPLOSIVE MATERIALS), THE "INSTALLATION REQUIREMENTS FOR LIGHTNING PROTECTION SYSTEMS, UL 96A" OF UNDERWRITERS LABORATORIES INC, AND AIR FORCE INSTRUCTION 32-1065 "GROUNDING SYSTEMS". THIRD PARTY
CERTIFICATION SHALL BE FURNISHED TO OWNER UPON COMPLETION.
2 DESIGN SHOWN IS SCHEMATIC AND INTENDED TO SHOW BASIC SYSTEM DESIGN. CONTRACTOR SHALL VERIFY DIMENSIONS AND SITE
CONDITIONS AND PROVIDE SYSTEM THAT COMPLIES WITH CODE REQUIREMENTS.
3 NOT USED.
4 FOR ALL LIGHTNING PROTECTION SYSTEM POLES INSTALL NEW 3/4-IN X 10-FT COPPER GROUNDING ELECTRODES AND GROUNDING TEST WELLS. TEST WELLS SHALL BE INSTALLED WITHIN 3-FT OF THE BASE OF EACH LIGHTNING PROTECTION POLE. NON VEHICLE-RATED TEST WELLS (HARGER GAW910 OR SIMILAR) MAY BE USED IN NON-TRAFFIC AREAS. WHERE LIGHTING PROTECTION POLES ARE PLACED IN VEHICLE TRAFFIC AREAS, VEHICLE-RATED GROUNDING TEST WELLS (HARGER GAW121212HD OR SIMILAR) SHALL
BE UTILIZED. SEE DETAIL
SHEET E-4.
5 INSTALL NEW CLASS II COPPER COUNTERPOISE CONDUCTOR ACCORDING TO PATH DEFINED IN DRAWING. THE COUNTERPOISE
CONDUCTOR SHALL BE BURIED A MINIMUM OF 18-IN BELOW GRADE PER ARTICLE 4.13.4.1.
6 ALL BENDS IN THE COUNTERPOISE CONDUCTOR SHALL HAVE A RADIUS OF 8" OR GREATER AND SHALL HAVE AN ANGLE BEND OF 90
DEGREES OR GREATER.
7 BOND COUNTERPOISE CONDUCTOR TO GROUNDING ELECTRODE VIA EXOTHERMIC WELDING. SEE DETAIL SHEET E-4.
8 AT EACH LIGHTNING PROTECTION SYSTEM POLE (6), BOND DOWN-CONDUCTORS (2) TO GROUNDING ELECTRODE VIA EXOTHERMIC
WELDING. SEE DETAIL SHEET E-4.
9 AT EACH LIGHTNING PROTECTION SYSTEM POLE (6), BOND EACH GUY WIRE ANCHOR CABLE TO THE COUNTERPOISE USING CLASS II
COPPER JUMPER VIA EXOTHERMIC WELDING. SEE DETAIL SHEET E-4.
10 CONTRACTOR SHALL CUT AND TRENCH NEW COUNTERPOISE CONDUCTOR. UPON COMPLETION OF WORK, CONTRACTORS SHALL BACKFILL AND COMPACT SOIL. WHERE REQUIRED, CONTRACTOR SHALL REPAIR / PATCH ASPHALT / CONCRETE SURFACES TO
PRE-EXCAVATION CONDITION.
SEE DETAILS A,D,E
SEE DETAILS A,D,E
SCALE:
BUILDING 1108 BELOW GRADE GROUNDING PLAN
NORTH
8" = 1'-0"
SEE DETAILS A,D,E
SEE DETAILS A,D,E
SEE DETAILS B,D,E
SEE DETAILS A,D,E
COUNTERPOISE
COUNTERPOISE
COUNTERPOISE
ASDGEGER
(THIS SHEET ONLY)NOTES:
GROUND TEST WELL AND GROUNDING ROD
NEW POLE
EXISTING POLE
EXISTING LIGHT POLE
CATENARY WIRE AERIAL
LEGEND
UNDERGROUND COUNTERPOISE
GUY WIRE ANCHOR
142' - 0"
115' - 0"
80' - 4" 100' - 0"
40' - 6"
56' - 0"
8' - 0"
J G le n n G r e g o r y
A s s o c i a t e s
A r c h i t e c t s P
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MEMBER AMERICAN INSTITUTE OF ARCHITECTS
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1807 N PATTERSON STREET
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VALDOSTA, GA 31603
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PHONE (229) 249-8833
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QSEU 23-0118, BLDG 1108
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MAFB PROJECT
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DSN RPR LIGHTNING PROTECTION SYSTEM, MULTI FAC
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DD & DW
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800-842-7437
HARGER
GROUND
HARGER PT-STYLE ULTRAWELD
CONNECTION (OR SIMILAR)
CLASS I COPPER
DOWN-CONDUCTOR 3/4", 10-FT COPPER
GROUNDING ELECTRODE
CLASS II COPPER COUNTERPOISE
CONDUCTOR
HARGER GO-STYLE ULTRAWELD
CONNECTION (OR SIMILAR)
CLASS I COPPER
DOWN-CONDUCTOR
SCALE: NONE
GROUND ROD (NON-VEHICLE) DETAIL A
HARGER GAW910
(OR SIMILAR)
HARGER PT-STYLE ULTRAWELD
CONNECTION (OR SIMILAR)
CLASS I COPPER
DOWN-CONDUCTOR
3/4", 10-FT COPPER
GROUNDING ELECTRODE
CLASS II COPPER COUNTERPOISE
CONDUCTOR
HARGER GO-STYLE ULTRAWELD
CONNECTION (OR SIMILAR)
CLASS I COPPER
DOWN-CONDUCTOR
SCALE: NONE
GROUND ROD (VEHICLE) DETAIL B
HARGER GAW121212HD
(OR SIMILAR)
HARGER RT-STYLE
ULTRAWELD CONNECTION
(OR SIMILAR)
TO GUY WIRE
ANCHOR CLASS II COPPER JUMPER
CLASS II COPPER
COUNTERPOISE
SCALE: NONE
BONDING TO COUNTERPOISE DETAIL D
HARGER RT-STYLE
ULTRAWELD CONNECTION
(OR SIMILAR)
TO COUNTERPOISE
CLASS II COPPER JUMPER
GALVANIZED GUY
WIRE CABLE
HLPUL
50H2
CLASS I STRANDED COPPER
DOWN-CONDUCTOR
CLASS II COPPER JUMPEROPEN SOCKET SWAGE
FITTING
CLASS II COPPER JUMPER
EXISTING EYE BOLTS
BRONZE AIR TERMINAL BASE
FOR 1/2" COPPER AIR TERMINAL
(SECURE TO TOP OF POLE WITH
SS FASTENERS). HARGER
CUBU12I (OR SIMILAR)
CLASS II COPPER JUMPER
TO CATENARY WIRE
1/2" DIAMETER, 24" LENGTH SLOWLY
TAPERED COPPER AIR TERMINAL.
HARGER 1224CUAT (OR SIMILAR)
HARGER B1BC
(OR SIMILAR)
SEE DETAIL F-2
SEE DETAIL F-1
SEE DETAIL F-1SEE DETAIL F-3
SEE DETAIL F-3
STAINLESS STEEL TENSIONING
TURN BUCKLE
OPEN SOCKET SWAGE FITTING (ESCO
HOLERITE 5111839 OR SIMILAR)
SCALE: NONE
AIR TERMINAL (TOP OF POLE, MID-SPAN END 'B' ) DETAIL F
SCALE: NONE
DETAIL F-3
SCALE: NONE
DETAIL F-1
SCALE: NONE
DETAIL F-2
HLPUL
50H2
BRONZE AIR TERMINAL BASE
FOR 1/2" COPPER AIR TERMINAL
(SECURE TO TOP OF POLE WITH
SS FASTENERS). HARGER
CUBU12I (OR SIMILAR)
CLASS II COPPER JUMPER
TO CATENARY WIRE
1/2" DIAMETER, 24" LENGTH
SLOWLY TAPERED COPPER
AIR TERMINAL. HARGER
1224CUAT (OR SIMILAR)
HARGER B1BC
(OR SIMILAR)
CLASS I STRANDED COPPER
DOWN-CONDUCTOR
EXISTING EYE BOLTS
CLASS II COPPER
OVERHEAD GROUND WIRE
CLASS II STRANDED COPPER JUMPER
BONDED TO DOWN CONDUCTOR
STAINLESS STEEL TENSIONING TURN BUCKLE
CLOSED SOCKET SWAGE FITTING
(ESCO HOLERITE 5111839 OR SIMILAR)
SCALE: NONE
DETAIL G-1
SCALE: NONE
DETAIL G-3
SCALE: NONE
DETAIL G-2
SEE DETAIL G-2
SEE DETAIL G-3
SEE DETAIL G-1
2-FT COPPER AIR TERMINAL
GALVANIZED STEEL GUY WIRECLASS I STRANDED COPPER
DOWN-CONDUCTOR
CLASS I STRANDED COPPER JUMPER
FROM DOWN-CONDUCTOR TO GUY WIRE
HLPUL
50H2
HARGER TBCTC (OR SIMILAR,
GALVANIZED GUY WIRE STEEL
TO COPPER)
HARGER B1BC (OR
SIMILAR)
SEE DETAIL J-2SEE DETAIL J-1
HLPUL
50H2
SCALE: NONE
GUY WIRE BONDING TO POLE TOP DETAIL J
SCALE: NONE
DETAIL J-1
SCALE: NONE
DETAIL J-2
GUY WIRE GROUNDING JUMPER
SCALE: NONE
BONDING TO GUY WIRE DETAIL E
GUY WIRE GROUNDING JUMPER
SCALE: NONE
AIR TERMINAL (TOP OF POLE, END 'A' ) DETAIL G
SCALE: NONE
TYPICAL ASPHALT PAVEMENT REPAIR
24" MIN.
12"12"
SAWCUT VERTICAL SURFACE
EXISTING PAVEMENT
CONCRETE SLAB CONFORMING TO ASTM C-94
WITH 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS.
NOTE: IN PARKING LOTS 6" CRUSHER RUN AGGREGATE
BASE, COMPACTED TO 100% CE55 MAX. DENSITY
ACCORDING TO MIL-STD-621A, MAY BE SUBSTITUTED
FOR CONCRETE SLAB.
2" THICK TYPE F HOT MIX ASPHALT
WEARING COURSE GA. DOT STANDARD
SPECIFICATIONS SECTION 400
TACK COAT ALL SIDES CONFORMING
TO GA. DOT STANDARD SPECIFICATIONS
SECTION 413
APPROVED BACKFILL COMPACTED IN MAX.
6" THICK LAYERS TO 95% TO MIL-STD-621A
SCALE: NONE
TYPICAL CONCRETE REPAIR
3/4"
1/2"
1/8"
12" 12" 24"
MIN.
SAWCUT VERTICAL SURFACE OR REMOVE
TO NEXT EXISTING JOINT (TYP)
JOINT SEALER CONFORMING TO GA. DOT
STANDARD SPECIFICATIONS SECTION 833.02
TYPICAL BETWEEN ALL EXISTING AND NEW
CONCRETE
CONCRETE PAVEMENT CONFORMING
TO ASTM C-94 WITH 4000 PSI COMPRESSIVE
STRENGTH AT 28 DAYS TO MATCH
EXISTING GRADE. THICKNESS SHALL BE 6".
EXISTING PAVEMENT THICKNESS
VARIES FROM 6" TO 18"
APPROVED BACKFILL COMPACTED
IN MAX. 6" THICK LAYERS TO 95%
CESS MAX. DENSITY ACCORDING
TO MIL-STD-621A.
BOLLARD MOUNTING DETAIL T
SCALE: NONE
8" STEEL PIPE BOLLARD FILLED WITH CONCRETE.
PAINT WITH 2 COATS OF RUST INHIBITING PRIMER
AND 2 COATS OF OSHA SAFETY YELLOW ENAMEL
FORMULATED FOR EXTERIOR METAL.
CONC. FILL 3000 PSI 2 COATS OF PAINT REQUIRED
PROPOSED GRADE
TO THIS LEVEL
EXPANSION JOINT SEALED WITH WATER AND JET FUEL RESISTANT
JOINT SEALANT (EXCLUDE WHEN NOT LOCATED IN PAVEMENT OR
CONCRETE AREAS)
UNPAINTED PORTION OF BOLLARD SHALL BE PAINTED WITH 2 COATS
OF RUST INHIBITING PRIMER
UNDISTURBED SOIL
9"9"
6"
3'-0"
4'-0"
3" 3"
SLOPE TOP FOR POSITIVE DRAINAGE
J G le n n G r e g o r y
A s s o c i a t e s
A r c h i t e c t s P
C
E-4
RfP FA483024R0007 Attachment 3b(ii)
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MOODY AIR FORCE BASE, GEORGIA
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347 CIVIL ENGINEER SQUADRON
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REV.
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DATE:
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DRAWING CODE:
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DESIGNED BY:
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CHK BY:
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DWN BY:
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REVIEWED BY:
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SUBMITTED BY:
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CHIEF ENGINEER
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DEPARTMENT OF THE AIR FORCE
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AIR COMBAT COMMAND
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DESIGN FILE NO:
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MEMBER AMERICAN INSTITUTE OF ARCHITECTS
AutoCAD SHX Text E-MAIL jggarch @bellsouth.net
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1807 N PATTERSON STREET
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VALDOSTA, GA 31603
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PHONE (229) 249-8833
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FAX (229) 249-9002
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QSEU 23-0118, BLDG 1108
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MAFB PROJECT
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DSN RPR LIGHTNING PROTECTION SYSTEM, MULTI FAC
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DD & DW
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FINAL SUBMITTAL
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100 % SUBMITTAL
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95 %%% SUBMITTAL
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65 %%% SUBMITTAL
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35 % SUBMITTAL
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RECORD DRAWING
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100 %%% REVISED SUBMITTAL
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BUILDING 1108 DETAILS
AutoCAD SHX Text 2/09/2024
AutoCAD SHX Text 3/26/2024
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DH
AutoCAD SHX Text 5/02/2024
File details come from the government source that posted it. Updated .