Attachment_2_Drawings_181050.pdf

GENERAL NOTES

1. ALL METAL AND WIRING SHALL TO BE RECYCLED AT THE WPAFB BASE RECYCLING CENTER. THE WPAFB RECYCLING CENTER IS AVAILABLE FOR CONTRACTOR USE TO REDUCE WASTE DISPOSAL. ALL RECYCLABLE METAL IS TO BE

RECYCLED THROUGH THE BASE RECYCLING CENTER. ALL RECYCLING MUST BE ACCOMPLISHED IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 02 20. CONTACT WPAFB RECYCLING PROGRAM MANAGER AT 937-257-5060

TO CONFIRM WHAT MATERIALS ARE RECYCLABLE AND TO COORDINATE TURN-IN. THE CONTRACTOR SHALL SUBMIT A QUARTERLY SUMMARY REPORT TO THE GOVERNMENT CONTRACT REPRESENTATIVE IAW WPAFB

SPECIFICATION SECTION 01 02 20 STATING (1) THE COST TO RECYCLE AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS RECYCLED, (2) THE COST TO DIVERT/REUSE THE TONNAGE OF CONSTRUCTION AND

DEMOLITION MATERIALS DIVERTED/REUSE, (3) THE COST TO MULCH AND THE TONNAGE AND COST OF CONSTRUCTION AND DEMOLITION MATERIALS MULCHED, (4) THE COST FOR WASTE-TO-ENERGY AND THE TONNAGE OF

CONSTRUCTION AND DEMOLITION MATERIALS CONVERTED FROM WASTE-TO-ENERGY, (5) THE COST TO LANDFILL AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS LAND-FILLED, (6) THE COST TO INCINERATE

AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS INCINERATED, AND (7) EXPLANATION OF THE DIVERSION RATE IF LESS THAN 60%. THE QUARTERLY SUMMARY REPORTS SHALL BE RECEIVED ON APRIL 7, JULY

7, OCTOBER 7, AND JANUARY 7 COVERING THE THREE MONTHS PRIOR. THE QUARTERLY SUMMARY REPORTS SHALL BE ON THE WPAFB DIVERSION FORM. FOR ADDITIONAL INFORMATION CONTACT THE RECYCLING PM, DAVE

DALTON, AT 937-257-5060 OR DAVID.DALTON.2@US.AF.MILTURN-IN ALL MERCURY CONTAINING DEVICES, SWITCHES AND THERMOSTATS TO 88 CEG/CEIE IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 02 20 FOR

RECYCLING.

2. WHERE TREES, SHRUBS, FENCE, SIGNS, LIGHT POLES, AND OTHER MISCELLANIOUS ITEMS ARE REMOVED, THE CONTRACTOR SHALL PROTECT ITEMS TO REMAIN AND IF DAMAGED, REPAIR AT NO ADDITIONAL COST. SHOULD

CUTTING OR REMOVAL OF TREES BE NECESSARY, PRIOR TO ANY ACTION, A DETAILED REPORT CONTAINING THE LOCATION, NUMBER, TYPE, AND SIZE OF TREE(S) SHALL BE COORDINATED WITH THE 88 CEG/CEIE (NRPM) NATURAL

RESOURCES PROGRAM MANAGER (257-4857).

3. PROJECTS THAT DISTURB LESS THAN AN ACRE OF SOIL, AN EROSION CONTOL PLAN IS REQUIRED PRIOR TO SOIL DISTURBANCE. FOR PROJECTS THAT DISTURB MORE THAN AN ACRE A NOTICE OF INTENT (NOI) MUST BE APPROVED

BY THE OHIO EPA PRIOR TO ANY SOIL BEING DISTURBED AS WELL AS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) APPROVED BY 88CEG/CEIEA WATER PROGRAM MANAGER (937-257-5889).

4. ANY USE OF RADIOACTIVE MATERIALS BY THE CONTRACTOR, INCLUDING MOISTURE DENSITY GAUGES, MUST BE APPROVED BY THE WPAFB RADIATION SAFETY OFFICER A MINIMUM OF 30 DAYS PRIOR TO BEING BROUGHT ONTO

WPAFB. THIS REQUIREMENT IS FROM WPAFBI 40-201 AND WPAFB SPECIFICATION SECTION 01 02 20.

5. ALL HAZARDOUS MATERIALS MUST BE PROPERLY MANAGED, LABELED AND STORED. ANY HAZARDOUS WASTE

GENERATED FROM THIS CONSTRUCTION ACTIVITY MUST BE PROPERLY CHARACTERIZED, LABELED AND

MANAGED BY TRAINED EMPLOYEE OF THE CONTRACTOR WITH KNOWLEDGE OF THE ACTIVITY / PROCESS WHERE

THE WASTE WAS GENERATED. ALL HAZARDOUS WASTE WILL BE TURNED OVER TO THE GOVT FOR DISPOSAL. IN

ADDITION PROPER COORDINATION IS NEEDED WITH 88 CEG/CEIEC. QUESTIONS CONCERNING THE

REQUIREMENTS FOR STORAGE AND DISPOSAL OF ANY HAZARDOUS MATERIALS CAN BE ADDRESSED BY THE 88

CEG/CEIEC HAZARDOUS MATERIALS PM, MIKE VAUGHN, (937-257-8028 OR MICHAEL.VAUGHN.3@US.AF.MIL) OR 88

CEG/CEIEC HAZARDOUS WASTE PM, GARY SELBY (937-257-3349 OR GARY.SELBY@US.AF.MIL).

6. PRIOR TO REMOVING/TRIMMING ANY TREES, SUBMIT A LIST OF THE TREES TO BE REMOVED TO THE 88

CEG/CEIEA NATURAL RESOURCES PM DARRYN WARNER FOR APPROVAL. THREE TREES SHOULD BE REPLACED

FOR EVERY ONE TREE REMOVED. THE GENERAL 10-20-30 DIVERSITY RULE SHOULD BE FOLLOWED WHEN

PLANTING TREES. ONLY PLANTS/TREES ON THE APPROVED PLANTING LIST CAN BE PLANTED AND MUST BE OHIO

NATIVES. CONTACT DARRYN WARNER AT DARRYN.WARNER@US.AF.MIL OR 937-257-4857 FOR AN ACCEPTABLE

TREE REPLACEMENT LISTING OR ADDITIONAL INFORMATION

7. THE GENERATION OF FUGITIVE EMISSIONS MUST BE KEPT TO A MINIMUM USING APPROVED DUST SUPPRESSING

METHODS SUCH AS WATER SPRAYS ON AREA OF HIGH DUST GENERATION. FOR ADDITIONAL INFORMATION

PLEASE CONTACT THE 88 CEG/CEIEA AIR PM CHRIS TUMBUSCH AT 937-257-2455 OR

CHRISTOPHER.TUMBUSCH@US.AF.MIL

Attachment 2

FA8601-19-R-A011

W e s t

R a m p

LOCATION MAP - AREA A

SCALE: NTS

N

LOCATION MAP - AREA B

SCALE: NTS

N

DRH

DRH 5-21-18

4 OF27

C-3

WRL

5-21-18

5 27

C-4

WRL

6 27

C-5

WRL

7 27

C-6

WRL

8 27

C-7

WRL

3/8

3/16

3/16

3/8

3/16

3/16

ˆ ƒ ƒ ƒ

Œ

1/4

1/4

1/2

1/41/2

1/4

1/2

3/4

0.75

3/4

1/2

3/8 1/2

0.75

GENERAL NOTES

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, ETC. NECESSARY FOR ACCURATE CONSTRUCTION AND

ALIGNMENT OF THE NEW TO THE EXISTING STRUCTURE. THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS NECESSARY

FOR PROPER FABRICATION AND ERECTION OF ALL STRUCTURAL MEMBERS.

2. THE CONTRACTOR SHALL ADHERE TO ALL UNIFIED FACILITIES CRITERIA, UFGS, AFI, APPLICABLE ENGINEERING AND

CONSTRUCTION CODES, ETC.

STRUCTURAL NOTES:

CONCRETE:

1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301-16 (SPECIFICATIONS FOR CONCRETE STRUCTURES), EXCEPT AS

MODIFIED BY THE SUPPLEMENTAL REQUIREMENTS BELOW.

2. EPOXY COATING OF REINFORCING BAR SHALL CONFORM TO THE SPECIFICATIONS FOR ASTM A934/A934M ON ASTM 615/615M GRADE 60

DEFORMED AND PLAIN CARBON STEEL REINFORCING BARS. THESE SHALL BE PREFABRICATED PRIOR TO SURFACE PREPARATION AND

COATED WITH PROTECTIVE FUSION-BONDED EPOXY COATING BY ELECTROSTATIC SPRAY.

3. ALL WELDING OF 316L STAINLESS STEEL SHALL BE PERFORMED BY CERTIFIED WELDERS AND SHALL CONFORM TO THE AMERICAN WELDING

SOCIETY STANDARD FOR WELDING. WELDING SHALL CONFORM TO ASTM A554/A554M

CONCRETE COATING:

1. APPLY SIKALASTIC 720/745 AL (55MILS TOTAL DRY FILM THICKNESS EXCLUSIVE OF AGGREGATE), HEAVY DUTY TRAFFIC SYSTEM TO THE TOP

SURFACES OF ALL THE NEW CONCRETE PAD STRUCTURES; APPLY SIKA 720/745 AL IN STERN CONFORMANCE WITH THE SPECIFICATIONS OF THE

SIKA CORPORATION, USA.

2. SIKALASTIC 720/745 AL (55MILS) HEAVY DUTY TRAFFIC SYSTEM IS A TWO COMPONENT, CHEMICALLY CURED, ELASTOMETRIC POLYURETHANE

COATING SYSTEM, DESIGNED FOR USE AS A WATERPROOFING MEMBRANE FOR PEDESTRIAN FLOORS AND VEHICULAR TRAFFIC BEARING

SURFACES; IMPERVIOUS TO WATER AND CORROSIVE INDUSTRIAL CHEMICALS.

REMOVAL NOTES

1. SCORE (OR NOTCH) THE TOP SURFACE OF THE SLAB, ALONG THE DIVIDING LINES BETWEEN THE CONCRETE REMOVAL AREA, AND THE REMAINING UNDAMAGED EXISTING CONCRETE STRUCTURES. SCORE INTO THE CONCRETE SLAB BY SAW CUTTING

12-INCH MAXIMUM DEEP INTO THE EXISTING SLAB.

2. ENSURE EXCAVATED HOLE IS CLEANED, FREE OF CUTTING AND GROUND WATER, PRIOR TO INSTALLATION OF 316L STAINLESS

STEEL ANCHOR AND CONCRETE. NOTIFY GOVERNMENT FOR INSPECTIONS AND APPROVAL AFTER THE HOLE HAS BEEN

EXCAVATED (DRILLED), BEFORE PLACING REINFORCEMENT AND FRESH CONCRETE.

LOCATION MAP: WPAFB AREA B, NATIONAL MUSEUM OF THE US AIR FORCE

SCALE: NTS

WORK

LOCATION

TOPOGRAPHIC SITE MAP, ONE OF TWO, TYPICAL

SCALE: NTS

N

PROVIDE TIE DOWN AND PAD FOR NMUSAF

C

GENERAL

LOCATION

OF

WORK

AREA

ELECTRICAL NOTES:

ELECTRICAL GROUNDING ROD

1. WELD #2 COPPER WIRE TO 1/2" DIAMETER COPPER CLAD 10-FT VERTICAL GROUNDING ROD AND TO EACH 316L STAINLESS STEEL ANCHOR

USING EXOTHERMIC WELD IN CONFORMANCE WITH NEC 2017 STANDARDS. STAINLESS STEEL ANCHORS SHALL NOT BE WELDED DIRECTLY TO

GROUNDING ROD.

2. ENSURE 1/2" DIAMETER COPPER CLAD 10-FT VERTICAL ROD IS PLACED AT LEAST 6 INCHES BELOW TOP SURFACE OF CONCRETE ANCHOR

CYLINDER AND AT MINIMUM 4 FT BELOW THE BOTTOM END OF THE CONCRETE ANCHOR CYLINDER IN ACCORDANCE WITH NEC 2017.

GROUNDING ROD MUST BE IN CONTACT WITH EARTH.

73'-6"

37'-11 2"

8'-11 2"

'-6

13'-9" 19'

'-6

6'- 9"

37'-11 2"

'-2

15 16

'-1

01 2"

58'-6"

4'- 7"

6'-

7 16

'-5

15 16

'-7

1 2"

73'-6"

16'-11 2"

'-7

1 2"

'-3

21'

21'-41 2"

9'- 79 16

58'-6"

10'-6"

'-1

115 16

PLAN: CONCRETE PAD AND ANCHOR SHOWING C-5 / VC-25 AIRCRAFT FOOTPRINT

SCALE: 3/16" = 1'-0"

37'-11 2"

'-5

15 16

8'-11 2"

'-1

115 16

10'-6"

37'-11 2"

'-7

1 2"

'-1

01 2"

73'-6"

21'

58'-6"

6'- 9"

'-6

6'-

7 16

'-6

19'

9'- 79 16

'-7

1 2"

13'-9"

'-2

15 16

73'-6"

21'-41 2"16'-11

2"

4'- 7"

'-3

NEW REINFORCED

CONCRETE PAD

NEW REINFORCED

CONCRETE PAD

NEW REINFORCED

CONCRETE PAD

C14

C14

C14

C14

C14

58'-6"

C13

C13

C13

C13

EXISTING ASPHALT SURFACE

'-0

4" ODOT #57 STONE BASE

COMPACTED TO 98%

MAXIMUM DRY DENSITY

EXISTING SUBGRADE

#4 EPOXY COATED STEEL BAR @

12" CENTER-TO-CENTER, TOP

AND BOTTOM OF CONCRETE PAD,

EACH WAY.

EXISTING CONCRETE SLAB

12" 4000PSI REINFORCED

CONCRETE PAD

2" C

LE

AR

5'- 0"

APPLY SIKLASTIC 720/ 745 AL (55MILS TOTAL DRY

THICKNESS EXCLUSIVE OF AGGREGATE), HEAVY DUTY

TRAFFIC SYSTEM TO THE TOP SURFACES OF ALL THE

NEW CONCRETE PAD STRUCTURE; APPLY SIKA 720/ 745

AL IN STERN CONFORMANCE WITH THE SPECIFICATIONS

OF THE SIKA CORPORATION.

2" C

LE

AR

TOP SURFACE OF

CONCRETE PAD: 825FT

4" ODOT #57 STONE BASE

COMPACTED TO 98%

MAXIMUM DRY DENSITY.

#4 EPOXY COATED STEEL BAR @

12" CENTER-TO-CENTER, TOP

AND BOTTOM OF CONCRETE PAD,

EACH WAY.

EXISTING CONCRETE SLAB

12" 4000PSI REINFORCED

CONCRETE PAD

APPLY SIKLASTIC 720/ 745 AL (55MILS TOTAL DRY

THICKNESS EXCLUSIVE OF AGGREGATE), HEAVY DUTY

TRAFFIC SYSTEM TO THE TOP SURFACES OF ALL THE

NEW CONCRETE PAD STRUCTURE; APPLY SIKA 720/ 745

AL IN STERN CONFORMANCE WITH THE SPECIFICATIONS

OF THE SIKA CORPORATION.

TOP SURFACE OF

CONCRETE PAD: 825FT

EXISTING ASPHALT SURFACE

2" C

LE

AR

5'- 0"

'-0

EXISTING SUBGRADE

2" C

LE

AR

ELEVATION DETAIL: REINFORCED CONCRETE PAD

SCALE: 1" = 1'-0"

C13

ELEVATION DETAIL: REINFORCED CONCRETE PAD

SCALE: 1" = 1'-0"

C13

TIE BARS: #4 EPOXY COATED

HOOP STEEL BARS @ 12"

CENTER-TO-CENTER ALONG

CONCRETE ANCHOR CYLINDER.

#9 LONGITUDINAL EPOXY COATED

BARS @ EQUAL SPACING

CENTER-TO-CENTER, AROUND

CONCRETE CYLINDER HOOP TIE

BARS, AS SHOWN.

38" DIAMETER 4000PSI CONCRETE

ANCHOR CYLINDER

#4 EPOXY COATED STEEL BARS @

12" CENTER-TO-CENTER, TOP AND

BOTTOM OF 12" CONCRETE PAD,

AS SHOWN ON DETAIL 1.1/S5.

10"x7-3/4"x5-5/8" 316L STAINLESS

22 GAGE STEEL COVER BOX

WITH 1-3/4" STAINLESS STEEL

INVERTED U-BAR.

1-3/4" DIAMETER 316L STAINLESS

STEEL SHOP WELDED ANCHOR

CROSS BARS AT VERTICAL SPACING

OF 12" CENTER-TO-CENTER. PLACE

BOTTOM CROSS BAR AT THE END OF

INVERTED U-BAR. SEE DETAIL 1.1/S5.

1-3/4" DIAMETER 316L STAINLESS

STEEL INVERTED U-BAR BY

MANUFACTURER SPECIFICATIONS

OR EQUAL WITH CROSS BARS AS

INDICATED ON DETAIL 1.1/S5.

NEW 4000PSI REINFORCED

CONCRETE PAD

1.1 1.1

S5S5

1/2" DIAMETER COPPER CLAD, 10-FT VERTICAL

GROUNDING ROD. EXOTHERMICALLY WELD #2

COPPER WIRE TO 1-3/4" STAINLESS STEEL INVERTED

U-BAR AND TO VERTICAL GROUNDING ROD. SEE

DETAIL 1/S6.

#9 LONGITUDINAL EPOXY COATED

BARS @ EQUAL SPACING

CENTER-TO-CENTER, AROUND

CONCRETE CYLINDER HOOP TIE

BARS. SEE DETAIL 1/S5.

#4 EPOXY COATED STEEL BAR

@ 12" CENTER-TO-CENTER,

TOP AND BOTTOM OF

CONCRETE PAD, EACH WAY.

1-3/4" DIAMETER 316L STAINLESS

STEEL INVERTED U-BAR WITH 1-3/4"

DIAMETER SHOP WELDED ANCHOR

CROSS BARS. SEE 1/S6 FOR

ANCHOR DETAIL..

1-3/4" DIAMETER 316L STAINLESS

STEEL CROSSBARS SHOP WELDED TO

1-3/4" DIAMETER 316L STAINLESS

STEEL INVERTED U-BAR @ 12"

CENTER-TO-CENTER. SEE DETAIL 1/S6.

12" 4000PSI REINFORCED

CONCRETE PAD

38" DIAMETER 4000PSI

CONCRETE ANCHOR

CYLINDER. SEE DETAIL 1/S5.

'-0

'-0

1 16

38'-0"

'-0

TIE BARS: #4 EPOXY COATED

INTERMEDIATE HOOP STEEL

BARS @ 12" CENTER-TO-CENTER

ALONG CONCRETE ANCHOR

CYLINDER.

'-0

4" ODOT #57 STONE BASE

COMPACTED TO 98%

MAXIMUM DRY DENSITY.

EXISTING SUBGRADE

7'- 6"

3'-01

8" CLEAR

2'-8"

2'- 0"

C

LE

AR

'-0

1/2" DIAMETER COPPER CLAD,

10-FT VERTICAL GROUNDING ROD.

EXOTHERMICALLY WELD #2

COPPER WIRE TO 1-3/4" STAINLESS

STEEL INVERTED U-BAR AND TO

VERTICAL GROUNDING ROD. SEE

DETAIL 1/S6.

3" C

LE

AR

2.1

S5

2.1

S5

TIE BARS: #4 EPOXY COATED

HOOP STEEL BARS @ 12"

CENTER-TO-CENTER ALONG

CONCRETE ANCHOR CYLINDER.

1-3/4" DIAMETER 316L STAINLESS

STEEL SHOP WELDED ANCHOR

CROSS BARS AT VERTICAL SPACING

OF 12" CENTER-TO-CENTER. PLACE

BOTTOM CROSS BAR AT THE END OF

INVERTED U-BAR. SEE DETAIL 2.1/S5.

1-3/4" DIAMETER 316L STAINLESS

STEEL INVERTED U-BAR BY

MANUFACTURER SPECIFICATIONS

OR EQUAL WITH CROSS BARS AS

INDICATED ON DETAIL 2.1/S5.

#9 LONGITUDINAL EPOXY COATED

BARS @ EQUAL SPACING

CENTER-TO-CENTER, AROUND

CONCRETE CYLINDER HOOP TIE

BARS, AS SHOWN.

38" DIAMETER 4000PSI CONCRETE

ANCHOR CYLINDER

10"x7-3/4"x5-5/8" 316L STAINLESS

22 GAGE STEEL COVER BOX

WITH 1-3/4" STAINLESS STEEL

INVERTED U-BAR.

EXISTING ASPHALT SURFACE

EXISTING ASPHALT SURFACE

38" DIAMETER 4000PSI

CONCRETE ANCHOR

CYLINDER. SEE DETAIL 2/S5.

9'- 0"

'-3

1 16

5'- 71 2"

EXISTING SUBGRADE

'-0

1-3/4" DIAMETER 316L STAINLESS

STEEL CROSSBARS SHOP WELDED TO

1-3/4" DIAMETER 316L STAINLESS

STEEL INVERTED U-BAR @ 12"

CENTER-TO-CENTER. SEE DETAIL 1/S6.

EXISTING ASPHALT SURFACE

'-0

28'-6"

TIE BARS: #4 EPOXY COATED

INTERMEDIATE HOOP STEEL

BARS @ 12" CENTER-TO-CENTER

ALONG CONCRETE ANCHOR

CYLINDER.

9'- 0"

2'-31

8" CLEAR2'-8"

3'- 0"

EXISTING CONCRETE SURFACE

1/2" DIAMETER COPPER CLAD,

10-FT VERTICAL GROUNDING ROD.

EXOTHERMICALLY BOND #2

COPPER WIRE TO 1-3/4" STAINLESS

STEEL INVERTED U-BAR AND TO

VERTICAL GROUNDING ROD. SEE

DETAIL 1/S6.

2" C

LE

AR

3" C

LE

AR

1-3/4" DIAMETER 316L STAINLESS

STEEL INVERTED U-BAR WITH 1-3/4"

DIAMETER SHOP WELDED ANCHOR

CROSS BARS. SEE 1/S6 FOR

ANCHOR DETAIL..

#9 LONGITUDINAL EPOXY COATED

BARS @ EQUAL SPACING

CENTER-TO-CENTER, AROUND

CONCRETE CYLINDER HOOP TIE

BARS. SEE DETAIL 1/S5.

SECTION DETAIL: THRU REINFORCED CONCRETE PAD ANCHOR CYLINDER

SCALE: 1" = 1'-0"

C14

1.1

SECTION DETAIL: THRU ASPHALT PAVEMENT, CONCRETE ANCHOR

SCALE: 1" = 1'-0"

C14

2.1

PLAN DETAIL: REINFORCED CONCRETE PAD AND ANCHOR

SCALE: 1" = 1'-0"

C14

PLAN DETAIL: REINFORCED CONCRETE CYLINDER

SCALE: 1" = 1'-0"

C14

'-0

1-3/4" DIAMETER 316L STAINLESS

STEEL INVERTED U-BAR

'-0

'-0

1-3/4" DIAMETER 316L STAINLESS

STEEL CROSSBARS SHOP WELDED

TO 1-3/4" DIAMETER 316L STAINLESS

STEEL INVERTED U-BAR @ 12"

CENTER-TO-CENTER, AS SHOWN.

9'-

13 16

5'-0"

6"

'-5 15 16

'-5 7 8"

3'-6"

6'- 9"

1-3/4" DIAMETER 316L STAINLESS

STEEL CROSSBARS SHOP WELDED

TO 1-3/4" DIAMETER 316L STAINLESS

STEEL INVERTED U-BAR @ 12"

CENTER-TO-CENTER, AS SHOWN.

3'- 3"

PLACE 1-3/4" DIAMETER

BOTTOM CROSSBARS AT

BOTTOM END OF INVERTED

U-BAR AS INDICATED.

'-5

7 8" 6"

'-1

115 16

'-5

7 8"

16'-0"

1/2" DIAMETER COPPER CLAD,

10-FT VERTICAL GROUNDING ROD.

EXOTHERMICALLY WELD #2

COPPER WIRE TO 1-3/4" STAINLESS

STEEL INVERTED U-BAR AND TO

VERTICAL GROUNDING ROD.

1-3/4" DIAMETER 316L STAINLESS

STEEL CROSSBARS SHOP WELDED

TO 1-3/4" DIAMETER 316L STAINLESS

STEEL INVERTED U-BAR @ 12"

CENTER-TO-CENTER, AS SHOWN.

4'-6 1 16"4'-6"

1/2" DIAMETER COPPER CLAD,

10-FT VERTICAL GROUNDING ROD.

EXOTHERMICALLY WELD #2

COPPER WIRE TO 1-3/4" STAINLESS

STEEL INVERTED U-BAR AND TO

VERTICAL GROUNDING ROD.

'-1

115 16

'-0

9'-

13 16

16" 5 6

16"

BOTTOM END OF 1/2" DIAMETER COPPER

CLAD GROUNDING ROD SHALL BE AT

MINIMUM 4'-0" FROM BOTTOM CROSS BAR.

1-3/4" DIAMETER 316L STAINLESS

STEEL INVERTED U-BAR

1-3/4" DIAMETER 316L STAINLESS

STEEL INVERTED U-BAR

1/2" DIAMETER COPPER CLAD,

10-FT VERTICAL GROUNDING ROD.

EXOTHERMICALLY WELD #2

COPPER WIRE TO 1-3/4" STAINLESS

STEEL INVERTED U-BAR AND TO

VERTICAL GROUNDING ROD.

OFFSET GROUNDING ROD NOT

LESS THAN 8" FROM STAINLESS

STEEL INVERTED U-BAR.

PLACE 1-3/4" DIAMETER

BOTTOM CROSSBAR AT

BOTTOM END OF INVERTED

U-BAR AS INDICATED.

5'- 0"

3'-6" 3'-6"

15'-1115 16"

'-0

10"

3'-6"

BOTTOM END OF 1/2" DIAMETER COPPER

CLAD GROUNDING ROD SHALL BE AT

MINIMUM 4'-0" FROM BOTTOM CROSS BAR.

DETAIL: STAINLESS STEEL ANCHOR AND GROUNDING ROD

SCALE: 1" = 1'-0"

C15

1/4

1/4

3/8

1/4 3/8 1/2

5/8

5/8

3/16

3/16

5/32

3/8

1 4

Œ ˆ œ ƒ ƒ

3/4

1/4

1/2

3/4

1/2

3/4

3/4

1/4

3/4

1/4 ƒ

1/4

1/4

3/4

1/8

5/8

1/8

1/8

1/16

1/4

3/8

1/4

1/4 ƒ

5/8

3/4

3/4

3/4

3/4

5/8

3/4

3/4

3/4

3/4