RFP Atch 3a(ii) - Bldg 1107 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 and plans related to a Request for Proposal (RFP) for a Multiple Award Construction Contract (MACC) at Moody Air Force Base in Georgia.
The drawings provide details on the demolition, above-grade, and below-grade work required for upgrading the lightning protection system on Building 1107. This includes installing new lightning protection poles, overhead catenary wires, down-conductors, grounding electrodes, and a counterpoise conductor system. The designs must comply with NFPA 780 and Air Force Instruction 32-1065. Key details include the number and height of new poles, conductor and grounding requirements, bonding methods, and testing/certification. The drawings also include standard details for pavement repairs, grounding rod installations, and pole bollards.
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LOCATION MAP
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 1107
MAFB PROJECT
DSN RPR LIGHTNING PROTECTION SYSTEM, MULTI FAC
C-1
DRAWING INDEX
C-1 BUILDING 1107 COVER SHEET
E-1 BUILDING 1107 LPS DEMOLITION DRAWING
E-2 BUILDING 1107 LPS ABOVE GRADE PLAN
E-3 BUILDING 1107 LPS BELOW GRADE GROUNDING PLAN
E-4 BUILDING 1107 DETAILS
BUILDING 1107
RFP FA483024R0007
Attachment 3a(ii)
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MOODY AIR FORCE BASE, GEORGIA
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347 CIVIL ENGINEER SQUADRON
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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 1107
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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 1107 COVER SHEET
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SCALE: NONE
BUILDING 1107 LPS DEMOLITION DRAWING
NORTH
EXISTING
POLE #1
EXISTING
POLE #2
EXISTING
POLE #3
EXISTING
POLE #4
GUY WIRE
GUY WIRE
GUY WIRE
GUY WIRE
COUNTERPOISE
WOODEN POLE 30-FT
TALL TYP
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:
GROUND TEST WELL AND GROUNDING ROD
NEW POLE
EXISTING POLE
EXISTING LIGHT POLE
CATENARY WIRE AERIAL
LEGEND
UNDERGROUND COUNTERPOISE
GUY WIRE ANCHOR
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-1
RFP FA483024R0007
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MOODY AIR FORCE BASE, GEORGIA
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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 1107
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MAFB PROJECT
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DSN RPR LIGHTNING PROTECTION SYSTEM, MULTI FAC
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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 POLES (2) SHALL BE TRANSMISSION/DISTRIBUTION RATED PER UFC 3-575-01. NEW LIGHTNING
PROTECTION POLE INSTALLATION LOCATIONS ARE ANNOTATED IN DRAWING.
5 THE TOPS OF THE NEW LIGHTNING PROTECTION POLES SHALL BE POSITIONED 30-FT ABOVE GROUND LEVEL.
6 INSTALL 2-FT, 1/2-IN DIAMETER COPPER AIR TERMINALS (HARGER 1224CUAT OR SIMILAR) WITH BRONZE SCREW-IN BASES (HARGER CUBU121 OR SIMILAR) ON TOP OF THE NEW LIGHTNING PROTECTION POLES (2) AND ON ANY EXISTING POLES WITH DETERIORATED AIR TERMINALS OR AIR TERMINAL BASES. AIR TERMINAL BASES SHALL BE SECURED TO THE POLES USING
CORROSION RESISTANT STAINLESS STEEL FASTENERS. SEE DETAIL SHEET E-4.
7 INSTALL TWO CLASS I STRANDED COPPER DOWN-CONDUCTORS EXTENDING FROM TOP OF EACH NEW LIGHTNING PROTECTION POLES 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 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. 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.
SEE DETAIL G, J
SEE DETAIL G, J
EXISTING
POLE #1
END A
NEW
POLE #5
END B
EXISTING
POLE #2
END A
EXISTING
POLE #3
END A
NEW
POLE #6
END B
EXISTING
POLE #4
END A
SEE DETAIL F, J
SCALE: 1
8" = 1'-0"
BUILDING 1107 LPS ABOVE GRADE PLAN
NORTH
(THIS SHEET ONLY)NOTES:
SEE DETAIL G, J
SEE DETAILS G,J
SEE DETAIL F, J
WOODEN POLE 29.8-FT AFG
WOODEN POLE 29.6-FT AFG
WOODEN POLE 30-FT AFG
WOODEN POLE 30-FT AFG
WOODEN POLE 29.5-FT AFG
WOODEN POLE 29.5-FT AFG
1312876 11
11171312876
16151487 1265
171312876
171312876
128765 14 15 16
GROUND TEST WELL AND GROUNDING ROD
NEW POLE
EXISTING POLE
EXISTING LIGHT POLE
CATENARY WIRE AERIAL
LEGEND
UNDERGROUND COUNTERPOISE
GUY WIRE ANCHOR
96' - 8"96' - 7"
92' - 0"95' - 7"
14' - 0"
8' - 0"
45' - 1"
47' - 0"
TYPICAL
TYPICAL
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-2
RFP FA483024R0007
Attachment 3a(ii)
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MOODY AIR FORCE BASE, GEORGIA
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347 CIVIL ENGINEER SQUADRON
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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 1107
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MAFB PROJECT
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DSN RPR LIGHTNING PROTECTION SYSTEM, MULTI FAC
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DD & DW
AutoCAD SHX Text 3/26/2024
AutoCAD SHX Text Approved
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BUILDING 1107 LPS ABOVE GRADE PLAN
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BUILDING 1107 BELOW GRADE GROUNDING PLAN
NORTH
SEE DETAILS A,D,E
COUNTERPOISE
SEE DETAILS A,D,E
SEE DETAILS B,D,E
SEE DETAILS B,D,E
SEE DETAILS A,D,E
SEE DETAILS A,D,E
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.
(THIS SHEET ONLY)NOTES:
EXISTING
POLE #1
NEW
POLE #5
EXISTING
POLE #2
EXISTING
POLE #3
NEW
POLE #6
EXISTING
POLE #4
GROUND TEST WELL AND GROUNDING ROD
NEW POLE
EXISTING POLE
EXISTING LIGHT POLE
CATENARY WIRE AERIAL
LEGEND
UNDERGROUND COUNTERPOISE
GUY WIRE ANCHOR
96' - 8"96' - 7"
92' - 0"95' - 7"
14' - 0"
8' - 0"
45' - 1"
47' - 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
C
E-3
RFP FA483024R0007
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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 1107
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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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RECORD DRAWING
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100 %%% REVISED SUBMITTAL
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BUILDING 1107 BELOW GRADE GROUNDING PLAN
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AutoCAD SHX Text 4'
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AutoCAD SHX Text 24'
AutoCAD SHX Text 2/09/2024
AutoCAD SHX Text 3/26/2024
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DH
AutoCAD SHX Text 5/02/2024
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.
SCALE: NONE
GUY WIRE "SIDEWALK" DETAIL
G
A
12'
F
H
E
D
C
D
B
POLE GROUND
(GUY WIRE "SIDEWALK" DETAIL ONLY)NOTES:
A PREFORMED GUY GRIP.
B GUY HOOK.
C GUY FITTING, SIDEWALK, SINGLE GUY CLAMP.
D GUY WIRE .
E GUY FITTING, SIDEWALK POLE PLATE.
F GALVANIZED PIPE 2" DIAMETER 6 FOOT LONG.
G PROVIDE 8' HELIX ANCHOR.
H PROVIDE GUY WIRE GUARD (YELLOW).
NOTE: PIPE SHALL BE CUT TO LENGTH EQUAL
TO THE DISTANCE OF THE ANCHOR FROM THE
POLE.
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 3a(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 1107
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MAFB PROJECT
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DSN RPR LIGHTNING PROTECTION SYSTEM, MULTI FAC
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DD & DW
AutoCAD SHX Text 3/26/2024
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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 1107 DETAILS
AutoCAD SHX Text 2/09/2024
AutoCAD SHX Text 3/26/2024
AutoCAD SHX Text
DH
AutoCAD SHX Text 5/02/2024
File details come from the government source that posted it. Updated .