Attach_2_Drawings_KSCC 16-1601.pdf

PDF 3 MB Posted Aug 6, 2020

Attached to: KSCC 16-1601 REPAIR LIGHTNING PROTECTION SYSTEM - TEL-IV Federal contract opportunity
Solicitation number: FA252120B0019
Issued by: Department of the Air Force Space Command

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for the repair of the lightning protection system at the TEL-IV facility on Kennedy Space Center in Florida. The scope of work includes demolishing three guyed wire towers in an environmentally sensitive area and installing a new air terminal based lightning protection system over identified facilities. A site visit is scheduled for August 18, 2020 and bids are due by September 9, 2020. The Department of the Air Force Space Command is the issuing agency. Contractors will be responsible for removing the existing towers and recycling components, as well as demolishing foundations and underground utilities. The new system will include air terminals, conductors, and grounding components.

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Other files for this federal contract opportunity

Other files attached to KSCC 16-1601 REPAIR LIGHTNING PROTECTION SYSTEM - TEL-IV, newest first.
File	Type	Posted
Solicitation Amendment FA252120B00190002 SF 30.pdf	PDF	Aug 27, 2020
SJRWMD exemption.pdf	PDF	Aug 27, 2020
Attach_6_DB_WD_FL20200001_14Aug2020.pdf	PDF	Aug 27, 2020
Solicitation Amendment FA252120B00190001 SF 30.pdf	PDF	Aug 13, 2020
Solicitation - FA252120B0019 (1).pdf	PDF	Aug 6, 2020
Attach_5_Green_Procurement_Form.pdf	PDF	Aug 6, 2020
Attach_3__Question_Template.docx	DOCX document	Aug 6, 2020
Attach_4_ CECC_Form_3052.xls	XLS spreadsheet	Aug 6, 2020
Attach_7_45_SFS_Badge_Request_Form.pdf	PDF	Aug 6, 2020
Attach_1_Technical Specs_KSCC 16-1601.pdf	PDF	Aug 6, 2020
Attach_6_DB_WD_FL2020001_03JUL2020.pdf	PDF	Aug 6, 2020

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04141

LAUNCH PAD 2

04210

LAUNCH PAD 1

81907

EQUIPMENT PAD

81908

EQUIPMENT PAD

99999

SLAB

13/31-32

ACTIVE

13/31-2

ACTIVE

50305-1

OPERATIONAL

13/31-4

ACTIVE

01375-1

ACTIVE

13/31-1

ACTIVE

01375-2

ACTIVE

HELIPAD #11

LIMITED

49620-1

ABANDONED

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SAMUEL C PHILLIPS PKWY

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DRAWING INDEX

Sheet Number Sheet Title

GENERAL

G-001

COVER SHEET - LOCATION MAP, PROJECT AREA AND DRAWING INDEX

STRUCTURAL

SD-001 STRUCTURAL NOTES AND ABBREVIATIONS

SD-101 TEL-IV STRUCTURAL SITE PLAN - DEMOLITION

SD-201 TEL-IV STRUCTURAL TOWER ELEVATIONS & PLANS - DEMOLITION

ELECTRICAL

E-001

ELECTRICAL NOTES, LEGEND AND ABBREVIATIONS

ED-101 TEL-IV LIGHTNING PROTECTION SITE PLAN - DEMO

E-101 TEL-IV LIGHTNING PROTECTION SITE PLAN - NEW

E-102 TEL-IV LIGHTNING PROTECTION PLAN - MAIN BLDG - NEW

E-103 TEL-IV LIGHTNING PROTECTION PLAN - PUMP HOUSE - NEW

E-501 ELECTRICAL DETAILS

SCALE:

LOCATION MAP

NONE

PROJECT

AREA

KENNEDY SPACE CENTER

CAPE CANAVERAL, FLORIDA

TRUE

NORTH

PLAN

KSCC 16-1601

REPAIR LIGHTNING PROTECTION

SYSTEM, TEL-IV

BASE OPERATIONS:

COMMUNICATIONS:

PROJECT MANAGER:

CHIEF, ENGINEERING FLIGHT:

USER:

SAFETY:

SECURITY FORCES:

ATO:

OTHER:

ENVIRONMENTAL:

FIRE:

G-001

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K S

PERMIT(S)/ENVIRONMENTAL ACTIONS

REQUIRED PRIOR TO CONSTRUCTION

ERP/STORMWATER

ERP/WETLANDS/DREDGE & FILL

FDEP/DRINKING WATER

FDEP/DOM. WASTE WATER ARCHEO./HISTORICAL

SURVEY/WILDLIFE

OTHER

NONE

FDEP/IND. WASTE WATER

IRP

FDEP/FUEL TANK

NOI/SWPPP

ASBESTOS

NOTE: IF IT IS SUSPECTED THAT ANY HAZARDOUS MATERIAL NOT

IDENTIFIED ON THESE DRAWINGS IS REQUIRED TO BE DISTURBED IN

ORDER TO PERFORM THE CONTRACT WORK, LEAVE MATERIAL

UNDISTURBED AND IMMEDIATELY INFORM THE CONTRACTING OFFICER.

HEAVY METALS

YES NO

LEAD

PCB

NOT

VERIFIED

HAZARDOUS MATERIALS

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IDENTIFICATION

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An O ne id a N at io n Co m pa ny

TEL IV SITE

FAC

N6-2296

E. CRISAFULLI RD

SCALE:

ENLARGED PROJECT AREA

NONE

TRUE

NORTH

PLAN

TOWER #1

TOWER #2

TOWER #3

X K

S C

R e p a i r

T e l

V o w e r s D

W G

G d w g

R/R REMOVE & REPLACE

NOTED

PLATE

PL/P

PERIMETERPERIM

TEL-IV TOWER DEMOLITION NOTES, KSC

GENERAL STRUCTURAL NOTES & DESIGN CRITERIA:

D-1: APPLICABLE BUILDING CODES;

- 'INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION'.

- 'UNITED FACILITIES CRITERIA (UFC) 3-301-01 STRUCTURAL ENGINEERING'.

- 'FLORIDA BUILDING CODE (FBC), 2017 EDITION'.

- 'FLORIDA EXISTING BUILDING CODE (FEBC), 2017 EDITION'.

D-2: WIND: ASCE 7-10 WITH THE FOLLOWING PARAMETERS:

V_ult = 160 mph (ULTIMATE 'LRFD' GUST), EXPOSURE 'D', RISK FACTOR = III.

DURING CONSTRUCTION / DEMOLITION USE A MINIMUM OF V_ult = 110 mph FOR

STRESS AND STABILITY CALCULATIONS IF/AS REQUIRED. ALL ELEMENTS SHALL BE

CONSIDERED 'COMPONENTS AND CLADDING' (NOT 'MWFRS'), INCLUDING

CONNECTIONS.

D-3: THE CONTRACTOR SHALL SUBMIT ALL 'DELEGATED ENGINEER' RELATED

SIGNED AND SEALED DRAWINGS AND CALCULATIONS TO THE CONTRACTING

OFFICER OR THEIR DESIGNEE FOR REVIEW AND APPROVAL PER UFC 3-301-01,

'STRUCTURAL ENGINEERING', SECTION 2-1.1.1 1603.2. THE CONTRACTING OFFICER

SHALL EXECUTE THE REQUIREMENTS OF UFC 301-01.

D-4: THESE DRAWINGS ARE BASED ON THE FOLLOWING LEGACY DRAWINGS THAT

MAY BE MADE AVAILABLE THROUGH THE CONTRACTING OFFICE (C.O.) IN PDF

FORMAT.

- NOTE THAT THE LEGACY DRAWINGS SHALL NOT BE ASSUMED TO BE 'AS BUILT';.

- PAN AM WORLD SERVICES, AEROSPACE DIVISION ETR PROJECT, PA NO. 87-1036

- "INSTALL LIGHTNING PROTECTION", "TEL-IV, FACILITY 95150 - N6-2296"

- DRAWING 'CAN-9350,' 9 SHEETS, DATED JULY 1, 1987

- THE CONTRACTOR SHALL INDEPENDENTLY FIELD VERIFY ALL EXISTING

DIMENSIONS AND CONDITIONS PRIOR TO PERFORMING ANY WORK.

GENERAL:

G-1: THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND

DIMENSIONS BEFORE THE START OF CONSTRUCTION, AND SHALL PROVIDE ALL

MEASURES NECESSARY TO PROTECT THE EXISTING FACILITIES, STRUCTURES,

UTILITIES, AND ALL PERSONS ON SITE DURING CONSTRUCTION. HE SHALL

SUPERVISE, COORDINATE AND DIRECT THE WORK AND BE RESPONSIBLE FOR ALL

CONSTRUCTION.

G-2: THE GENERAL CONTRACTOR SHALL COORDINATE ALL EXISTING CONDITIONS

AND THE WORK OF ALL TRADES ITEMS WHICH MAY AFFECT THE DEMOLITION

WORK AND EXISTING ADJACENT FACILITIES, STRUCTURES AND UTILITIES.

G-3: ALL NOTES, DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE

INTENDED TO BE TYPICAL UNLESS OTHERWISE NOTED AND SHALL BE CONSTRUED

TO APPLY TO ANY OTHER SIMILAR SITUATION ELSEWHERE ON THE PROJECT

EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.

SUBMITTALS:

SU-1: PRIOR TO PERFORMING ANY WORK, THE GENERAL CONTRACTOR SHALL

SUBMIT FOR REVIEW ALL REQUIRED SUBMITTALS AND DEMOLITION DRAWINGS

AND CALCULATIONS AS REQUIRED CLEARLY SHOWING ADEQUATE DETAILS TO

VERIFY INTENT AND REQUIRED DETAILS. THE GENERAL CONTRACTOR SHALL

VERIFY THAT ALL SUBMITTALS SHALL BE INDEPENDENTLY 'CHECKED' AND

COORDINATED WITH ALL OTHER RELATED ITEMS AND TASKS PRIOR TO

FORWARDING TO THE CONTRACTING OFFICER FOR REVIEW.

SU-2: CONTRACTOR SHALL NOT PROGRESS WITH ANY WORK WITHOUT FULL

REVIEW AND APPROVAL OF ALL RELATED SUBMITTALS, DEMOLITION DRAWINGS

AND/OR CALCULATIONS AS INDICATED AND REQUIRED. ALL WORK DONE AS SUCH

SHALL BE CONSIDERED 'AT RISK' AND NO ADDITIONAL COSTS AND SHALL NOT BE

CAUSE FOR ANY ADDITIONAL COSTS OR TIME EXTENSIONS BEING GRANTED BY

THE GOVERNMENT. THE CONTRACTING OFFICER OR THE E.O.R. SHALL NOT BE

PLACED IN A COMPROMISING SITUATION TO ACCEPT ANY SUCH WORK DUE TO

COST AND/OR SCHEDULE CONCERNS.

SU-3: COORDINATE SUBMITTALS PRIOR TO SUBMISSION AS REQUIRED.

UNCOORDINATED SUBMITTALS MAY CAUSE DELAYS IN SCHEDULE AND RETURNING

OF SHOP DRAWINGS. SUBMITTALS THAT ARE SUBMITTED 'UNCHECKED', OR THAT

ARE NOT 'SIGNED AND SEALED' IF REQUIRED, SHALL BE GROUNDS FOR IMMEDIATE

REJECTION.

CENTER TO CENTER

CP CATHODIC PROTECTION

FV FIELD VERIFY

C.O. CONTRACTING OFFICER

I.O.Z. INORGANIC ZINC

EXISTINGEXIST

ASTM AMERICAN SOCIETY OF TESTING

AMERICAN INSTITUTE OF STEEL AISC

E.O.R. ENGINEER OF RECORD

FAR SIDEFS

FOOT/FEET

GAUGE

FOOTING

GALVANIZED

HEIGHT

HORIZONTAL

INCH

INTERIOR

GENERAL CONTRACTOR

INT

HORIZ

GALV

FTG

FLOOR

EACH

EACH END

EACH FACE

ELEVATION

DRAWING

ENGINEER

EXISTING

EACH WAY

ELECTRICAL/ELECTRIC

EQUAL SPACED

ELEC

ENG

DWG

WITH

WITHOUT

WORKING POINT

WEIGHTWT

W/O

STEEL

SYMMETRICAL

TOP & BOTTOM

TOP OF

TOP OF CONCRETE

TOP STEEL

THICK

TYPICAL

UNLESS OTHERWISE

VERTICAL

THK

VERT

UON

TYP

T/S

T/C

T & B

SYM

STL

CONSTRUCTION

MATERIALS

COLUMN

CONCRETE

CONSTRUCTION

CONTINUOUS

COORDINATE

CONNECTION

DIAMETER

DOWN

CUBIC YARDCY

DIA

CONN

COORD

CONT

CONST

CONC

COL

BASE PLATE

BOTTOM OF

BUILDING

BEAM

BOTTOM

BEARING

CHANNEL

CLEAR/CLEARANCE

CENTER LINE

BRG

BOT

BLDG

B.PL

ANCHOR BOLTS

ADDITIONAL

APPROVED

AMERICAN CONCRETE INSTITUTE

ABOVE FINISH FLOOR

ARCHITECTURAL, ARCHITECT

AMERICAN WELDING SOCIETY

STRUCTURAL ABBREVIATION LIST

ADD'L

ARCH

APP'D

AWS

AFF

ACI

PLATFORMPLATF

POUNDS/SQUARE FOOT

POUNDS/SQUARE INCH

REINFORCED WITH

REFERENCE

REINFORCING

REQUIRED

SCHEDULE

SIMILAR

SPACING

SPECIFICATIONS

SQUARE

REQD

SPECS

SIM

SCH

REINF

REF

R/W

PSI

PSF

MECHANICAL

MINIMUM

MISCELLANEOUS

METAL

NOT IN CONTRACT

NEAR SIDE

NOT TO SCALE

ON CENTER

OPENINGOPNG

NTS

NIC

MTL

MISC

MIN

MECH

JOINT

LENGTH

LOW POINT

MANUFACTURER

MAXIMUMMAX

MANUF

LGTH

TOWER DEMOLITION AND DECONSTRUCTION SCOPE:

TD-1: THE FOLLOWING ITEMS ARE TO BE DEMOLISHED AND DECONSTRUCTED AS

FOLLOWS;

A) ONE (1) APPROXIMATELY 180' TALL GUYED TOWER 'N6-2296X'.

B) TWO (2) APPROXIMATELY 170' TALL GUYED TOWERS; 'N6-2296Y' AND

'N6-2296U'.

C) ONE (1) OVERHEAD DRAPED CATENARY LIGHTNING PROTECTION SYSTEM AND

ASSOCIATED GROUNDING WIRES AND HARDWARE.

D) ASSOCIATED ABOVE GROUND UTILITIES.

E) TOWER AIRCRAFT OBSTRUCTION LIGHT SYSTEMS (ALL NOT OPERATIONAL)

FOR ALL THREE (3) TOWERS.

F) CONCRETE FOUNDATION SYSTEMS FOR ALL THREE (3) TOWERS.

G) UNDERGROUND AND ABOVEGROUND ELECTRICAL AND GROUNDING UTILITIES

DIRECTLY ASSOCIATED WITH ALL THREE (3) TOWERS.

TD-2: REFER TO THE STRUCTURAL PLAN AND ELEVATION DRAWINGS FOR

ADDITIONAL INFORMATION ON THE THREE EXISTING TOWERS. NO DETAILED OR

SPECIFIC 'AS BUILT' SHOP DRAWING INFORMATION IS AVAILABLE ON THE TOWERS,

BUT ARE ALL BELIEVED TO BE MANUFACTURED BY 'ROHN'.

TD-3: THE CONTRACTOR SHALL SUBMIT STRUCTURAL DEMOLITION DRAWINGS AND

CALCULATIONS SIGNED AND SEALED BY A PROFESSIONAL STRUCTURAL

ENGINEER (PE) REGISTERED IN THE STATE OF FLORIDA FOR REVIEW AND

APPROVAL PRIOR TO PERFORMING ANY DEMOLITION RELATED WORK. AS A

MINIMUM THE DRAWINGS AND CALCULATIONS SHALL SPECIFICALLY ADDRESS

THE FOLLOWING ISSUES;

A) THE SEQUENCING OF ALL ITEMS TO BE REMOVED

B) THE STABILITY OF ALL REMAINING TOWER ELEMENTS AT ALL TIMES AND

SEQUENCES DURING THE TOWER DEMOLITION PROCESS.

C) THE EFFECT OF IMBALANCED FORCES AND LOADS ASSOCIATED WITH

REMOVAL OF PARTS OF THE OVERHEAD CATENARY SYSTEM AND THE EFFECT

ON ALL TOWERS INCLUDING TOWER STRESSES AND STABILITY. NOTE THAT

THE 'AS BUILT' DETAILS OF THE CATENARY SYSTEM INCLUDING CABLE SIZES,

PLAN GEOMETRY AND CABLE DRAPE ARE UNKNOWN AND MUST BE FIELD

VERIFIED BY THE CONTRACTOR PRIOR TO SUBMITTING TOWER DEMOLITION

PLAN AND CALCULATIONS. CALCULATIONS SHALL CLEARLY SHOW THE

ANTICIPATED CATENARY LOADS AND EFFECTS AND SEQUENCING OF PARTIAL

SYSTEM REMOVAL/DEMOLITION.

D) REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND

LIMITATIONS INCLUDING FREE FALL TOWER HEIGHT.

E) AT NO POINT SHALL ANY EXISTING ABOVE GROUND OR UNDERGROUND

FACILITIES OR UTILITIES BE PLACED AT RISK OF DAMAGE DUE TO TOWER

DEMOLITION OR ANY RELATED ACTIVITIES.

F) THE LIFE, HEALTH AND SAFETY OF ALL WORKERS, INDIVIDUALS AND OTHER

PERSONS ON PROPERTY.

G) NO DAMAGE TO EXISTING BUILDINGS, STRUCTURES, EQUIPMENT, FACILITIES,

UTILITIES OF ANY KIND ETC.

TD-4: THE REPLACEMENT LIGHTNING PROTECTION SYSTEM SHALL BE FULLY

INSTALLED, TESTED, ACCEPTED AND OPERATIONAL PRIOR TO THE START OF ANY

TOWER DEMOLITION OR RELATED ACTIVITIES. THE CONTRACTOR SHALL

DEMOLISH IN THE FOLLOWING ORDER. THE DEMOLITION SEQUENCE SHALL

GENERALLY BE AS FOLLOWS

A) REMOVAL OF THE OVERHEAD CATENARY SYSTEM.

B) REMOVAL AND TEMPORARY RELOCATION OF NON-STRUCTURAL ELEMENTS

LOCATED ON THE TOWER.

C) REMOVAL OF TOWER SEGMENTS STARTING AT THE TOP MOVING

DOWNWARDS INCLUDING ASSOCIATED GUY WIRES AND RELATED HARDWARE.

D) REMOVAL OF THE MAIN GUY WIRE ANCHOR RODS AND ENCASEMENT SYSTEM

E) REMOVAL OF THE FOUNDATION SYSTEMS AS NOTED.

TD-5: THE AREA SURROUNDING THE TOWERS AND ASSOCIATED GUY WIRE

ANCHORS, ESPECIALLY ON THE EAST SIDE OF THE FACILITY, HAVE BEEN

IDENTIFIED AS A WETLANDS AREA. THE PERMITTING AND REGULATORY

REQUIREMENTS THROUGH THE SJRWMD AND ACOE FOR DEMOLITION IMPACTS TO

WETLANDS SHALL BE ADDRESSED BY THE CONTRACTOR AS PART OF THE

CONSTRUCTION.

A) THE CONTRACTOR SHALL COORDINATE WITH THE 45 CES/CEIE TO ADDRESS

ALL REQUIREMENTS.

B) IF DEWATERING IS REQUIRED AS PART OF THE DEMOLITION ACTIVITIES, THE

IMPACTS AS NOTED ABOVE TO WETLANDS SHALL BE ADDRESSED BY THE

CONTRACTOR.

C) A DEWATERING PLAN SHALL BE SUBMITTED AS PART OF THE CONTRACT, IF

REQUIRED, SO THAT THE LOCATION AND METHOD OF DEWATERING CAN BE

REVIEWED AND SITE IMPACTS IDENTIFIED.

FOUNDATION FILL:

FF-1: FILL ALL AREAS WHERE EXISTING FOUNDATIONS HAVE BEEN DEMOLISHED

AND REMOVED WITH APPROVED FILL AS FOLLOWS. BACKFILL WITH COMPACTED

CLEAN SAND PLACED IN `6" MAX. HIGH LIFTS, OR OTHER ALTERNATE APPROVED

AND COMPACTED STRUCTURAL BACKFILL AS APPROVED BY THE C.O.

FF-2: DEWATER EXCAVATIONS AS REQUIRED TO OBTAIN REQUIRED COMPACTION

AND SLOPE STABILITY. SEE NOTE 'TD-5' ABOVE FOR ADDITIONAL DEWATERING

REQUIREMENTS. IN THE EVENT THAT THE SUBGRADE BECOMES UNSTABLE

BECAUSE OF EXCESSIVE MOISTURE CONTENT, CRUSHED STONES, OR A BASE OF

CLEAN GRAVEL OR SAND WILL BE PLACED AS REQUIRED BY THE C.O. UNTIL THE

SUBBASE HAS STABILIZED AND IS ACCEPTABLE TO THE C.O.

REQUIREMENTSREQTS

SD-001

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IDENTIFICATION

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An O ne id a N at io n Co m pa ny

Richard Barcant, FL PE #35462

RKB & Assoc Inc., FBPE CA #8377

304 Oak St., Melbourne Beach, FL 32951

321-725-3989 rkbarcant@att.net

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ANTENNA

TOWER #1

N6-2296U

ANTENNA

TOWER #2

N6-2296V

ANTENNA

TOWER #3

N6-2296Y

BANANA

RIVER

FACILITY

N6-2296

PARKING

LOT

RETENTION

N6-2296G

#N6-2296B / 95149

LIFT STATION

FFE= 6.95 FEET

STAIRS

N6-2296E

95154

N6-2296F

95156 E

N6-2297

W W W W W W W W W W

W W W

12" RCP

INV. 2.29

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FW FW

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MARL DRIVE

DIRT ROAD

36" HDPE

N6-2295

N6-2295A

V C

UGU

U G

UGU

U G

UGU

U G

UGU UGU

UGU

N6-2296V

SD SD

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An O ne id a N at io n Co m pa ny

TRUE

NORTH

PLAN

TRUE

NORTH

PLAN

SCALE:

SITE KEY PLAN

NONE

SCALE:

TEL IV STRUCTURAL SITE PLAN - DEMOLITION

1" = 50'

150'100'50'0'50'

GRAPHIC SCALE 1" = 50'

TYP

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SD-201

FLAG NOTES:

1. DEMO EXISTING TOWER INCLUDING MAIN TOWER, GUY WIRES ETC. TYPICAL,

UON. SEE TEL-IV TOWER ELEVATIONS ON SHEET SD-201 FOR ADDITIONAL

INFORMATION.

2. DEMO EXISTING CATENARY LIGHTNING PROTECTION STATIC CABLE SYSTEM

ABOVE INCLUDING CABLES, CONNECTIONS ETC., TYPICAL. SEE TEL-IV

TOWER ELEVATIONS ON SHEET SD-201 FOR ADDITIONAL INFORMATION.

3. DEMO EXISTING MAIN TOWER FOUNDATION INCLUDING ANCHOR RODS, ETC.

TYPICAL. SEE TEL-IV TOWER ELEVATIONS ON SHEET SD-201 FOR

ADDITIONAL INFORMATION.

4. ABANDON EXISTING MAIN GUY WIRE FOUNDATIONS BELOW GRADE (3 PER

TOWER). DEMO MAIN GUY WIRE ANCHOR RODS, INCLUDING CONCRETE

ENCASEMENT AND 6" DIA PVC PIPE DOWN TO 24" BELOW GRADE , TYPICAL.

SEE TEL-IV TOWER ELEVATIONS ON SHEET SD-201 FOR ADDITIONAL

INFORMATION.

5. EXISTING ABOVE GROUND AND BELOW GROUND STRUCTURES, UTILITIES

AND FACILITIES INCLUDING FENCING SHALL REMAIN. PROTECT ALL EXISTING

AGAINST DAMAGE, ETC., AT ALL TIMES DURING THE CONSTRUCTION

PROCESS. SEE TEL-IV TOWER ELEVATIONS ON SHEET SD-201 FOR

ADDITIONAL INFORMATION.

6. FULL HEIGHT TOWER FALL AND MAX 60' RADIUS FALL REFERENCE LINES.

PROTECT ALL EXISTING FACILITIES, STRUCTURES, UTILITIES, ETC., AGAINST

DAMAGE, ETC., AT ALL TIMES DURING THE CONSTRUCTION PROCESS. SEE

TEL-IV TOWER ELEVATIONS ON SHEET SD-201 FOR ADDITIONAL

INFORMATION.

TYP

SD-201

GRASS AREACONCRETEASPHALT ROADWAY

LEGEND:

Richard Barcant, FL PE #35462

RKB & Assoc Inc., FBPE CA #8377

304 Oak St., Melbourne Beach, FL 32951

321-725-3989 rkbarcant@att.net

GENERAL NOTES:

1. NOTE ALL THREE TOWER FOUNDATIONS ARE LOCATED IN WETLANDS;

STORMWATER BEST MANAGEMENT PRACTICES MUST BE USED TO PROTECT

THESE SENSITIVE AREAS.

X K

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VARIES

ABBREVIATION / KEY;

A = ABANDON IN PLACE

D = DEMO

E = EXISTING

N = NEW

R/R = REMOVE & REPLACE

F.V. = FIELD VERIFY

~2'-2"± F.V.

V E

R A

L L

~1'-6"± F.V.

Y P

SYM ABOUT

CENTERLINE

T Y

V E

R A

L L

VARIES

3 SETS OF TOWER

GUY WIRES TYP

GUY WIRE ANCHOR ROD (D)

MAIN GUY WIRE ANCHOR ROD

AND ENCASEMENT (D)

MAIN GUY WIRE

FOUNDATION (A)

MAIN TOWER FOUNDATION (D)

TOWER BASE PLATE (D)

AIRCRAFT

OBSTRUCTION

LIGHT (NOT

OPERATIONAL TYP)

SYM ABOUT

CENTERLINE

TOWER BASE PLATE (D)

3 SETS OF

TOWER GUY

WIRES TYP

TOWER GUY CONN

HARDWARE TYP

TOWER GUY CONN

HARDWARE (TYP)

48' 60'

GRAPHIC SCALE 1/16" = 1'-0"

12'12' 6' 0' 24' 36'

SUMMARY:

TOWER/FACILITY: N6-2296U & N6-2296Y

- APPROX OA TOWER HT: 170 ft

(EXCL APPURTENANCES)

- # SECTIONS: 17 each

- ~ HT/SECTION: 10 ft / each

- # GUYED TIERS: 5 each

- # GUYS/TIER; 3 each

- ROHN SERIES '55G'

SUMMARY:

TOWER/FACILITY: N6-2296V

- APPROX OA TOWER HT: 180 ft

(EXCL APPURTENANCES)

- # SECTIONS: 9 each

- HT/SECTION: 20 ft / each

W/ 25' BASE TIER

- # GUYED TIERS: 3 each

- # GUYS/TIER; 3 each

- ROHN SERIES 'CC'

DRAPED CATENARY

STATIC WIRE LIGHTNING

PROTECTION SYSTEM TYP

TYP

1 1

TYP

TYP BOLTED

SPLICE (E)

TYP BOLTED

SPLICE (E)

MAIN TOWER

FOUNDATION (D)

TYP

GC FIELD VERIFY TYP,

VARIES (N.T.S.);

LINE OF GUY

WIRES ABOVE (D)

LINE OF GUY

WIRES ABOVE (D)

LINE OF GUY

WIRES ABOVE (D)

GC FIELD VERIFY TYP,

VARIES (N.T.S.);

TYP

GRADE LINE GRADE LINE

CLIMB RAIL ONE

SIDE ONLY (E)

TAPERED TOWER

SECTION AT BASE TYP (D)

TAPERED TOWER

SECTION AT BASE TYP (D)

CLIMB RAIL ONE

SIDE ONLY (E)

APPROX GUY WIRE

VERTICAL SPACING TYP

APPROX GUY

WIRE VERTICAL

SPACING TYP

AIRCRAFT

OBSTRUCTION

LIGHT (NOT

OPERATIONAL TYP)

AIRCRAFT

OBSTRUCTION

LIGHT (NOT

OPERATIONAL TYP)

ANCHOR ROD &

ENCASEMENT (D)

MAIN GUY WIRE

FOUNDATION BELOW (A)

GUY WIRES &

CONN'S (D)

LINE OF GUY

WIRES ABOVE (D)

MAIN TOWER

FOUNDATION (D)

TYP

MAIN GUY WIRE

FOUNDATION BELOW (A)

ANCHOR ROD &

ENCASEMENT (D)

MAIN GUY WIRE

FOUNDATION (A)

MAIN GUY WIRE ANCHOR ROD

AND ENCASEMENT (D)

GUY WIRE ANCHOR ROD (D)

STATIC WIRE SCHEDULE

TOWER

1-2

HORIZ

LENGTH (')FROM/TO LEFT

REACTION (#)

RIGHT DIST 'A' (')

HORIZ

DIST 'B' (')

VERT SLOPE (%)

2-3

3-1

RIGHTLEFT

-31.01

-35.74

-34.52

13.7

33.0

18.2

13.3

27.6

15.7

'A'

LOW

POINT

STATIC WIRE INSTALLATION

TOWER #1: 175.5'

TOWER #3: 174.0'

TOWER #1: 5.0'

TOWER #3: 3.5'

TOWER #2: 3.6'

TOWER #3: 3.5'

TOWER #2: 184.1'

TOWER #3: 174.0'

T O

W E

T O

W E

T O

W E

Y P

NOTE:

1) ABOVE INFO TAKEN FROM REFERENCED LEGACY DRAWINGS.

2) 'REACTION' SHOWN ABOVE IS VERTICAL, AND IS NOT THE HORIZONTAL

COMPONENT OF THE CABLE'S CATENARY FORCE THAT IS TO BE USED

IN TOWER STABILITY CALCULATIONS DURING CATENARY DEMOLITION.

DRAPED Ø

STATIC WIRE

APPROX GRADE EL. APPROX GRADE EL.

T O

W E

SD-201

#FLAG NOTES:

1. EXISTING GUYED TOWERS TO BE DEMOLISHED AND REMOVED FROM

THE SITE, INCLUDING TOWER STRUCTURE, GUY WIRES, FOUNDATIONS

AND ALL NON STRUCTURAL UTILITIES, APPURTENANCES AND

ATTACHMENTS. RECYCLE ALL TOWER STRUCTURAL AND

NON-STRUCTURAL COMPONENTS TYP UON REFER TO SECTIONS,

NOTES AND SPECIFICATIONS FOR ADDITIONAL INFORMATION,

RESTRICTIONS AND REQTS. COORDINATE ALL DEMOLITION WORK AND

SCHEDULING WITH C.O. AND THE WORK OF ALL OTHER RELATED

TRADES TYPICAL.

2. EXISTING MAIN TOWERS CONCRETE FOUNDATIONS TO BE DEMOLISHED.

MAIN TOWER FOUNDATIONS ARE 3'-6" SQUARE x 4'-0" THICK W/ TOP/FTG

~6" ABOVE GRADE. EXISTING TOWER GUY WIRE FOUNDATIONS ARE TO

BE ABANDONED IN PLACE (6'-0"x4'-0"x2'-0" THICK W/ TOP/FTG 2' TO 4'

BELOW GRADE). DEMO THE MAIN GUY WIRE ANCHOR RODS ENCASED IN

CONCRETE AND PVC PIPES TO 24" BELOW GRADE TYP. REFER TO

SECTIONS, NOTES AND SPECIFICATIONS FOR ADDITIONAL INFORMATION,

RESTRICTIONS AND REQTS.

3. REMOVE ALL EXISTING UTILITIES ON EXISTING GUYED TOWERS TO BE

DEMOLISHED, INCLUDING TOWER STRUCTURE, GUY WIRES,

FOUNDATIONS AND ALL APPURTENANCES AND ATTACHMENTS. REFER

TO SECTIONS, NOTES AND SPECIFICATIONS FOR ADDITIONAL

INFORMATION, RESTRICTIONS AND OTHER REQTS. COORDINATE ALL

DEMOLITION WORK AND SCHEDULING WITH C.O. AND THE WORK OF ALL

OTHER RELATED TRADES.

4. DEMOLISH EXISTING DRAPED CATENARY LIGHTNING PROTECTION

SYSTEM. REFER TO SECTIONS, NOTES AND SPECIFICATIONS FOR

ADDITIONAL INFORMATION, RESTRICTIONS AND REQTS. COORDINATE

ALL DEMOLITION WORK AND SCHEDULING WITH C.O. AND THE WORK OF

ALL OTHER RELATED TRADES.

AIRCRAFT

OBSTRUCTION

LIGHT (NOT

OPERATIONAL TYP)

A R

C A

N T

A R

C A

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IDENTIFICATION

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2 3

1 2 3

4 5

An O ne id a N at io n Co m pa ny

SEE OVERALL DEMO PLAN, DWG SD-101, FOR 'NORTH'

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SD-201

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SCALE:

TOWER #2 - N6-2296V

NONE

SD-101

OVERALL TOWER FOUNDATION PLAN

SCALE:

TOWER #2 - N6-2296V

NONE

SD-101

SD-201

OVERALL TOWER FOUNDATION PLAN

SEE OVERALL DEMO PLAN, DWG SD-101, FOR 'NORTH'

SCALE:

TOWERS #1 & #3 - N6-2296U & N6-2296Y

NONE

SD-101

OVERALL TOWER FOUNDATION PLAN

SCALE:

TOWERS #1 & 3 - N6-2296U & N6-2296Y

NONE

SD-101

SD-201

OVERALL TOWER FOUNDATION PLAN

Richard Barcant, FL PE #35462

RKB & Assoc Inc., FBPE CA #8377

304 Oak St., Melbourne Beach, FL 32951

321-725-3989 rkbarcant@att.net

X K

S C

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S D d w g

ABBREVIATIONS:ELECTRICAL LEGEND

APPLIES TO ALL ELECTRICAL SHEETS; SOME SYMBOLS MAY NOT BE USED.

A - AMPERES, AMPS

AFG - ABOVE FINISHED GRADE

AHU - AIR HANDLING UNIT

AIC - AMPS INTERRUPTING CAPACITY

ATS - AUTOMATIC TRANSFER SWITCH

AUX - AUXILIARY

BATT - BATTERY (CABINET)

BFF - BELOW FINISHED FLOOR

BFG - BELOW FINISHED GRADE

BKR - BREAKER

C - CONDUIT

CAB - CABINET

CB - CIRCUIT BREAKER

CKT - CIRCUIT

CONC - CONCRETE

CTRL - CONTROL

CU - COPPER

DIA - DIAMETER

DISC - DISCONNECT

DWG - DRAWING

ECB - ENCLOSED CIRCUIT BREAKER

ELEC - ELECTRIC

EMT - ELECTRICAL METALLIC TUBING

EPSS - EMERGENCY POWER SUPPLY SYSTEM

EXH - EXHAUST

EXST - EXISTING

G/GEN - GENERATOR

GFCI - GROUND FAULT CIRCUIT INTERRUPTER

GND - GROUND

IAW - IN ACCORDANCE WITH

KCMIL - THOUSAND CIRCULAR MILS

KV - KILOVOLTS

KW - KILOWATT

LBS - LOAD BREAK SWITCH

MDP - MAIN DISTRIBUTION PANEL

MTS - MANUAL TRANSFER SWITCH

N/A - NOT APPLICABLE

NC - NORMALLY CLOSED

NIC - NOT IN CONTRACT

NO - NORMALLY OPEN

NTS - NOT TO SCALE

PNL - PANEL, PANELBOARD

PVC - POLYVINYL CHLORIDE

PWR - POWER

QTY - QUANTITY

REF - REFERENCE

RGS - RIGID GALVANIZED STEEL

SS - STAINLESS STEEL

SW - SWITCH

TMCB - THERMAL MAGNETIC CIRCUIT BREAKER

TYP - TYPICAL

UG - UNDERGROUND

UGC - UNDERGROUND COMMUNICATIONS

UGE - UNDERGROUND ELECTRICAL

UON - UNLESS OTHERWISE NOTED

UPS - UNINTERRUPTIBLE POWER SUPPLY

V - VOLTS

W - WATTS

XFMR - TRANSFORMER

BRANCH CIRCUIT CONDUIT RUN. ARROW INDICATES

HOME RUN, MINIMUM CONDUIT SIZE SHALL BE 3/4".

HOME RUNS LONGER THAN 100' SHALL USE #10

CONDUCTOR (MIN).

E x

C x

W x

E-001

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IDENTIFICATION

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F A n g i n e e r i n g I n c

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An O ne id a N at io n Co m pa ny

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EXOTHERMIC WELD FOR GROUNDING

GROUND ROD WITH BONDED CONNECTION POINT

LIGHTNING PROTECTION AIR TERMINAL

M = AIR TERMINAL ON MAST

A = AIR TERMINAL ATTACHED TO EXISTING SUPPORT

UNDERGROUND ELECTRIC CONDUIT - EXISTING

DOWN CONDUCTOR TO GROUNDING SOURCE

LIGHTNING PROTECTION CONDUCTOR

WATER LINE - EXISTING

UNDERGROUND COMMUNICATIONS CONDUIT - EXISTING

POLE MOUNTED LIGHT FIXTURE - EXISTING

FIRE WATER LINE - EXISTING

ELECTRICAL NOTES:

1. IT IS THE INTENT OF THESE CONTRACT DRAWINGS TO PROVIDE A COMPLETE

AND WORKABLE FACILITY.

2. DESIGN DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS,

BENDS, ELBOWS, OR OTHER SPECIFIC ELEMENTS THAT MAY BE REQUIRED

FOR PROPER INSTALLATION OF THE WORK. SUCH WORK SHALL BE VERIFIED

AT THE SITE. ADDITIONAL BENDS, OFFSETS, AND CONDUIT AS REQUIRED BY

VERTICAL AND HORIZONTAL EQUIPMENT LOCATIONS OR OTHER JOB

CONDITIONS, SHALL BE PROVIDED TO COMPLETE THE WORK AT NO

ADDITIONAL COST TO THE GOVERNMENT.

3. EXCEPT WHERE SHOWN IN DIMENSIONAL DETAIL, THE LOCATIONS OF

EQUIPMENT SHOWN ON PLANS ARE APPROXIMATE. SUCH ITEMS SHALL BE

PLACED TO ELIMINATE INTERFERENCE WITH OTHER EQUIPMENT. THE EXACT

LOCATIONS SHALL BE DETERMINED IN THE FIELD.

4. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2017 EDITION OF THE

NATIONAL ELECTRICAL CODE (NFPA 70).

5. MATERIALS SHALL BE LISTED BY THE UNDERWRITER'S LABORATORIES, INC.

OR ANOTHER APPROVED/CERTIFIED TESTING LABORATORY. SHOULD PLANS

AND CODES CONFLICT, CONTACT THE CONTRACTING OFFICER. MAKE NO

CHANGES, EVEN IN CASE OF CONFLICT, WITHOUT FIRST OBTAINING THE

APPROVAL OF THE CONTRACTING OFFICER.

6. A GREEN, COPPER GROUND WIRE SHALL BE INSTALLED IN ALL CONDUIT

SYSTEMS AND SHALL BE BONDED TO ALL ENCLOSURES, BOXES, AND

EQUIPMENT. RECEPTACLES WITH GREEN WIRE SHALL BE BONDED TO BOX

THEN TO RECEPTACLE SUCH THAT REMOVAL OF RECEPTACLE DEVICE SHALL

NOT INTERRUPT GREEN WIRE BOND TO METALLIC BOX OR ENCLOSURE.

7. BONDING JUMPERS SHALL BE USED TO BOND CONDUIT TO ENCLOSURES,

BOXES, AND EQUIPMENT WHERE CONCENTRIC OR ECCENTRIC KNOCKOUTS

ARE USED.

8. THE INSTALLATION OF THE ELECTRICAL WORK SHALL BE COORDINATED WITH

THE WORK OF THE OTHER TRADES.

9. THE INSTALLATION SHALL BE ACCOMPLISHED BY WORKERS SKILLED IN THIS

TYPE OF WORK. THE INSTALLATION SHALL BE MADE SO THAT THERE IS NO

DEGRADATION OF THE DESIGNED FIRE RATINGS.

10. THE CONTRACTOR SHALL INSTALL HIS WORK IN SUCH A MANNER AND AT

SUCH A TIME AS WILL REQUIRE A MINIMUM OF CUTTING AND PATCHING OF

THE BUILDING STRUCTURE.

11. 'PROVIDE', AS USED HERE ON THE DRAWINGS, IS AN ALL-INCLUSIVE TERM

REQUIRING CONTRACTOR TO FURNISH, INSTALL, WIRE, AND CONNECT ALL

SPECIFIED EQUIPMENT AS WELL AS COMPONENTS, ACCESSORIES, WIRING,

AND MOUNTING HARDWARE TO INSURE THAT SPECIFIED EQUIPMENT

FUNCTIONS TO MEET SYSTEM(S) REQUIREMENTS.

12. WHERE NEW-TO-EXISTNG CONNECTIONS ARE INDICATED, THE CONTRACTOR

SHALL PROVIDE ALL MATERIALS (JUNCTION BOXES, CONDUIT, WIRE, AND

CONNECTIONS) AND LABOR REQUIRED TO MAKE THE CONNECTIONS.

13. UNLESS OTHERWISE NOTED, ALL POWER CIRCUIT CONDUCTORS SHALL BE

COPPER AND MINIMUM #12AWG. CONDUITS SHALL BE 3/4" MINIMUM.

14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT

EXISTING UTILITIES FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL

EXPENSE FOR REPAIR OR REPLACEMENT OF THE UTILITIES OR OTHER

PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE

COMPLETION OF THIS WORK.

15. ALL BOLTS, NUTS, WASHERS, ETC. USED FOR GROUNDING AND BONDING

CONNECTIONS SHALL BE COPPER. CONTRACTOR SHALL UTILIZE

CONNECTORS TO PREVENT GALVANIC ACTION.

16. CONDUITS SHALL BE SUPPORTED BY SUITABLE CLAMPS, HANGERS OR

STRAPS TO PROVIDE A RIGID INSTALLATION. CONDUIT SUPPORTS SHALL NOT

BE FASTENED OR ATTACHED TO OTHER PIPES. PERFORATED STRAP

HANGERS WILL NOT BE ALLOWED. EMPTY CONDUIT SHALL BE THOROUGHLY

SWABBED OUT WITH DRY SWAB TO REMOVE MOISTURE AND DEBRIS BEFORE

WIRE IS DRAWN IN. END OF CONDUIT SHALL BE TIGHTLY PLUGGED UNTIL

WIRE IS PULLED. NO CONDUIT SHALL BE LOCATED TO IMPAIR THE STRENGTH

OF STRUCTURAL MEMBERS. MAKE CHANGES IN DIRECTION OF RUNS WITH

SYMMETRICAL BENDS. MAKE FIELD MADE BENDS AND OFFSETS WITH HICKEY

OR CONDUIT BENDING MACHINE. DO NOT INSTALL CRUSHED OR DEFORMED

CONDUITS. AVOID TRAPPED CONDUITS. PREVENT PLASTER, DIRT, OR TRASH

FROM LODGING IN CONDUIT, BOXES, FITTINGS. FREE CLOGGED CONDUITS OF

OBSTRUCTIONS.

17. IN ACCORDANCE WITH NFPA 70, GROUND EXPOSED, NON CURRENT

CARRYING METALLIC PARTS OF ELECTRICAL EQUIPMENT, METALLIC

RACEWAY SYSTEMS, GROUNDING CONDUCTOR IN METALLIC RACEWAYS.

18. FASTEN CONDUITS TO SHEET METAL BOXES AND CABINETS WITH TWO

LOCKNUTS WHERE REQUIRED BY NFPA 70, WHERE INSULATED BUSHINGS ARE

USED, AND WHERE BUSHINGS CANNOT BE BROUGHT INTO FIRM CONTACT

WITH THE BOX; OTHERWISE, USE MINIMUM SINGLE LOCKNUT AND BUSHING.

LOCKNUTS SHALL HAVE SHARP EDGES FOR DIGGING INTO WALLS OF METAL

ENCLOSURE. INSTALL BUSHINGS ON ENDS OF CONDUITS, AND PROVIDE

INSULATING TYPE WHERE REQUIRED BY NFPA 70.

19. PROVIDE AND INSTALL AT WALL OR FLOOR PENETRATIONS A PERMANENT

FIRESTOP SYSTEM. THE SYSTEM SHALL CONSIST OF A WATER BASED

FIRESTOP COMPOUND AS THE FILL, VOID, OR CAVITY MATERIAL ALONG WITH

APPROPRIATE DAMMING MATERIAL (AS PER MANUFACTURER'S

INSTRUCTIONS). THE FIRESTOP COMPOUND SHALL NOT CONTAIN ANY

SOLVENTS, INORGANIC FIBERS, OR SILICONE COMPOUNDS AND SHALL NOT

REQUIRE HEAT TO ACTIVATE THE SEAL. THE FIRESTOP COMPOUND SHALL BE

ONE-PART MATERIALS, REQUIRING NO CRITICAL MIXING. THE PENETRATION

SEAL MATERIAL MUST BE UNAFFECTED BY MOISTURE AND MUST MAINTAIN

THE INTEGRITY OF THE FLOOR OR WALL ASSEMBLY FOR ITS RATED TIME

PERIOD WHEN TESTED IN ACCORDANCE WITH ASTM E84. THE SYSTEM SHALL

BE UL CLASSIFIED AND INSTALLED TO PROVIDE A 2 HOUR FIRE RATING. THE

PENETRATION FIRE STOP MATERIAL SHALL BE FLAME-SAFE FS1900 SERIES

COMPOUND AS MANUFACTURED BY GRACE CONSTRUCTION PRODUCTS OR

EQUAL.

20. REPAIR ALL DAMAGE TO GALVANIZED CONDUIT, BOXES, FITTINGS AND RIGID

STEEL FIELD CUT THREADS WITH COLD GALVANIZING SPRAY PAINT.

LIGHTNING PROTECTION GENERAL NOTES:

1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2017 EDITION OF NFPA 780

(STANDARD FOR THE INSTALLATION OF LIGHTNING PROTECTION SYSTEMS).

2. MATERIALS SHALL BE LISTED BY THE UNDERWRITER'S LABORATORIES, INC.

OR ANOTHER APPROVED/CERTIFIED TESTING LABORATORY.

3. THE INSTALLATION OF THE LIGHTNING PROTECTION SYSTEM SHALL BE

COORDINATED WITH THE WORK OF THE OTHER TRADES.

4. LIGHTNING PROTECTION INSTALLATION SHALL COMPLY WITH AFI 32-1065

(GROUNDING SYSTEMS) AND UFC 3-575-01 (LIGHTNING AND STATIC

ELECTRICITY PROTECTION SYSTEMS).

5. THE LIGHTNING PROTECTION SYSTEM SHALL BE INSPECTED BY A

COMMERCIAL, THIRD-PARTY INSPECTOR WHOSE SOLE WORK IS LIGHTNING

PROTECTION, AND SHALL BE CERTIFIED BY THIS THIRD-PARTY INSPECTOR AS

COMPLIANT WITH AFI 32-1065 AND NFPA 780, IN THAT PRIORITY ORDER. A UL

CERTIFICATION ON ITS OWN SHALL NOT BE ADEQUATE FOR ACCEPTANCE OF

ANY AIR FORCE PROJECT.

6. AIR TERMINALS LOCATED AROUND THE PERIMETER OF THE BUILDING SHALL

BE WITHIN 24" OF THE ROOF EDGE.

7. PROVIDE COPPER CONDUCTORS, EXCEPT WHERE ALUMINUM CONDUCTORS

ARE REQUIRED FOR CONNECTION TO ALUMINUM EQUIPMENT.

BONDED CONNECTION POINT

GROUND TEST WELL - EXISTING

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X X X X X X X X X X

X X

F F

F F F

F F

F F F

F F

X X

XXXX

X X

N6-2297

N6-2296H

CH-2CH-1

N6-2296C

TAA-3C

N6-2296T

N6-2295A

N6-2295

N6-2296G

N6-2296V

E L E

V A

T E

A B

N6-2296

N6-2296F

TAA-24A

N6-2296B

ED-101

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IDENTIFICATION

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An O ne id a N at io n Co m pa ny

TRUE

NORTH

PLAN

FLAG NOTES:

1. REMOVE OBSTRUCTION LIGHTS (NOT SHOWN) FROM EXISTING CATENARY

TOWER. SINGLE LIGHT FIXTURE ON TOP OF TOWER, AND DOUBLE LIGHT

FIXTURE MIDWAY OF TOWER. REMOVE WIRING ASSOCIATED WITH

OBSTRUCTION LIGHTS. REFER TO STRUCTURAL DEMOLITION PLANS FOR

ADDITIONAL INFORMATION.

2. REMOVE EXISTING OBSTRUCTION LIGHTING POWER AND CONTROL

PEDESTAL. REMOVE CONTACTORS, PHOTOCELL, DISCONNECT SWITCHES,

TRANSFORMER, FLASHERS, PANELBOARD, CONDUIT AND WIRING. REMOVE

CONDUIT TO 6" BELOW GRADE AND FILL WITH GROUT. REMOVE ALL WIRING.

CONDUIT BELOW GRADE SHALL BE ABANDONED IN PLACE.

SCALE:

TEL IV LIGHTNING PROTECTION SITE PLAN - DEMOLITION

1" = 50'

150'100'50'0'50'

GRAPHIC SCALE 1" = 50'

GRASS AREACONCRETEASPHALT ROADWAY

LEGEND:

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X X

X X X X X X X X X X X X X X X X X

X X

X X X X

X X

N6-2297

N6-2296H

CH-2CH-1

N6-2296C

TAA-3C

N6-2296T

E L E

V A

T E

A B

N6-2296

N6-2296F

TAA-24A

N6-2296B

E-101

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SHEET

IDENTIFICATION

C O

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An O ne id a N at io n Co m pa ny

TRUE

NORTH

PLAN

GENERAL NOTE:

1. PROVIDE LIGHTNING PROTECTION TO TEL-IV SITE STRUCTURES.

SCALE:

TEL IV LIGHTNING PROTECTION SITE PLAN - NEW CONSTRUCTION

1" = 30'

FLAG NOTES:

1. EXISTING POLE MOUNTED LIGHT FIXTURE. PROVIDE NEW 24" ALUMINUM

AIR TERMINAL AND SUPPORT BASE. PROVIDE (2) CLASS I ALUMINUM

DOWN CONDUCTORS FROM AIR TERMINAL TO GROUND ROD. PROVIDE

(2) NEW 3/4" DIAMETER x 20' LONG COPPER GROUND ROD.

2. PROVIDE NEW 24" COPPER AIR TERMINALS AND SUPPORT BASE ON

EXISTING RADAR EQUIPMENT. ATTACH AIR TERMINAL TO RADAR

SUPPORT FRAME USING AN OFFSET MOUNT POINT, THOMPSON

LIGHTNING PROTECTION #678 OR EQUAL. COORDINATE MOUNTING

LOCATION WITH FACILITY MANAGER.

3. PROVIDE (2) NEW CLASS I ALUMINUM DOWN CONDUCTORS FROM AIR

TERMINAL TO (2) NEW GROUND RODS.

4. PROVIDE NEW CLASS I COPPER DOWN CONDUCTOR TO EXISTING

BUILDING GROUNDING COUNTERPOISE, SHOWN DIAGRAMMATICALLY.

PROVIDE UNSUPPORTED LENGTH OF CABLE AS REQUIRED TO SUPPORT

ANTENNA MOVEMENT. COORDINATE WITH FACILITY MANAGER.

5. PROVIDE NEW 24" COPPER AIR TERMINALS AND SUPPORT BASE ON

EXISTING HVAC EQUIPMENT.

90'60'30'0'30'

GRAPHIC SCALE 1" = 30'

TYPICAL

E-501

TYPICAL

GRASS AREACONCRETEASPHALT ROADWAY

LEGEND:

3 3

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N6-2296F

N6-2297

X X

FACILITY

N6-2296

N6-2295

N6-2295A

N6-2296G

N6-2296V

N6-2296C

N6-2296H

X X

ROADWAY

E L E

V A

T E

A B

LP LP LP

LP LP

N6-2297

N6-2296H

N6-2296

E-102

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IDENTIFICATION

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L L E

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1 2 3

4 5

An O ne id a N at io n Co m pa ny

TRUE

NORTH

PLAN

TRUE

NORTH

PLAN

SCALE:

SITE KEY PLAN

NONE

SCALE:

N6-2296 FACILITIES - NEW CONSTRUCTION

1" = 20'

TEL IV LIGHTNING PROTECTION PLAN -

60'40'20'0'20'

GRAPHIC SCALE 1" = 20'

AREA OF WORK -

SHEET E-103

AREA OF WORK -

SHEET E-102

GENERAL NOTE:

1. PROVIDE LIGHTNING PROTECTION TO TEL-IV SITE STRUCTURES. REMOVE

ANY EXISTING LIGHTNING PROTECTION DEVICES AND DOWN CONDUCTORS

THAT ARE ABANDONED IN PLACE, DISCONNECTED, OR THAT DO NOT MEET

THE VALIDITY PERFORMANCE TESTING.

FLAG NOTES:

1. PROVIDE NEW 24" COPPER AIR TERMINALS AND SUPPORT BASE.

2. PROVIDE NEW CLASS I ROOF CONDUCTORS FOR THE LIGHTNING

PROTECTION SYSTEM.

3. PROVIDE NEW CLASS I COPPER DOWN CONDUCTOR FROM ROOF TO

GROUND ROD.

4. EXISTING POLE MOUNTED LIGHT FIXTURE. PROVIDE NEW 24" ALUMINUM

AIR TERMINAL AND SUPPORT BASE. PROVIDE (2) NEW CLASS I ALUMINUM

DOWN CONDUCTORS FROM AIR TERMINAL TO GROUND ROD. PROVIDE (2)

NEW 3/4" DIAMETER x 20' LONG COPPER GROUND RODS.

5. PROVIDE NEW 3/4" DIAMETER x 20' LONG COPPER GROUND ROD.

6. THERE ARE EXISTING ABANDONED DOWN CONDUCTORS ATTACHED TO THE

SIDE OF THE BUILDING. THESE SHALL BE REMOVED TO 6" BELOW GRADE.

7. PROVIDE NEW 2" DIAMETER GALVANIZED STEEL PIPE, MINIMUM 3/32" THICK,

ATTACHED TO THE BUILDING WITH 36" AIR TERMINAL ON TOP. PIPE SHALL

BE MINIMUM 10' LONG AND EXTEND TO 4' ABOVE THE BUILDING. MAINTAIN 6'

SEPARATION FROM EXISTING ANTENNA AT THIS LOCATION.

8. ATTACH 36" AIR TERMINAL TO EXISTING RADAR SUPPORT FRAME.

TYPICAL

4 4

E-501

TYPICAL

6 TYPICAL

GRASS AREACONCRETEASPHALT ROADWAY

LEGEND:

E-501

X K

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E x E x E x E x

E x E x E x E x E x E x E x E x E x E x E x E x E x E x E x E x E x E x E x E x E x E x E x E x E x E x E x E x E x E x E x E x

E x E x E x E x E x E x

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S S x

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LP LP

L P

N6-2295

N6-2295A

N6-2296V

N6-2296G

LP LP

N6-2296F

N6-2297

X X

FACILITY

N6-2296

N6-2295

N6-2295A

N6-2296G

N6-2296V

N6-2296C

N6-2296H

E-103

O G

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SHEET

IDENTIFICATION

C O

N T

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E I S

R A

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H I T

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T E

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F A n g i n e e r i n g I n c

L L E

E A

2 3

1 2 3

4 5

An O ne id a N at io n Co m pa ny

TRUE

NORTH

PLAN

GENERAL NOTE:

1. PROVIDE LIGHTNING PROTECTION TO TEL-IV SITE STRUCTURES.

FLAG NOTES:

1. PROVIDE NEW 24" COPPER AIR TERMINALS AND SUPPORT BASE.

2. PROVIDE NEW CLASS I ROOF CONDUCTORS FOR THE LIGHTNING

PROTECTION SYSTEM.

3. PROVIDE NEW CLASS I COPPER DOWN CONDUCTOR FROM ROOF TO

GROUND ROD. PROVIDE SCHEDULE 80 PVC SLEEVE TO PROTECT DOWN

CONDUCTOR TO A MINIMUM OF 6' ABOVE FINISHED GRADE AND 6"

BELOW FINISHED GRADE.

4. PROVIDE NEW 3/4" DIAMETER x 20' LONG COPPER GROUND ROD.

5. AURAL WARNING SYSTEM. PROVIDE NEW 24" COPPER AIR TERMINAL

AND SUPPORT BASE. PROVIDE CLASS I COPPER DOWN CONDUCTOR

FROM AIR TERMINAL TO GROUND ROD. PROVIDE NEW 3/4" DIAMETER x

20' LONG COPPER GROUND ROD.

6. REMOVE EXISTING ROOF MOUNTED LIGHTNING PROTECTION SYSTEM

(NOT SHOWN) INCLUDING AIR TERMINALS, ROOF CONDUCTORS, DOWN

CONDUCTORS AND ASSOCIATED SUPPORTS.

SCALE:

PUMP HOUSE - NEW CONSTRUCTION

1" = 8'

TEL IV LIGHTNING PROTECTION PLAN -

TRUE

NORTH

PLAN

SCALE:

SITE KEY PLAN

NONE

24'16'8'0'

GRAPHIC SCALE 1" = 8'

TYPICAL

CONCRETEASPHALT ROADWAY

TYPICAL

E-501

AREA OF WORK -

SHEET E-103

AREA OF WORK -

SHEET E-102

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3/4" x 20' CU CLAD

STEEL GND ROD

G G

24" MIN

SCALE:

GROUND ROD & AIR TERMINAL DETAILS

NONE

E-101

E-102

E-103

TYPICAL LIGHTNING PROTECTION

#2/0 BSD CU GND

CONDUCTOR

'CADWELD' TYPE

EXOTHERMIC WELD

EARTH

GROUNDING NOTES:

1. NEW #2/0 BARE COPPER CONDUCTORS SHALL BE BONDED TO THE NEW

GROUND ROD AND EXISTING BUILDING GROUNDING COUNTERPOISE.

2. GROUND CONNECTION BELOW GRADE SHALL BE EXOTHERMIC WELD TYPE.

ABOVE GROUND CONNECTIONS SHALL BE BOLTED TERMINAL OR CLAMP TYPE.

3. TOP OF GROUND RODS SHALL BE 24" BELOW GRADE. TEST AND RECORD

RESISTANCE OF EACH GROUND ROD PRIOR TO CONNECTING CABLES. TEST

PER SPEC SECTION 26 41 00 LIGHTNING PROTECTION SYSTEM.

24"

AIR TERMINAL

ADHESIVE TYPE

MOUNTING

BRACKET

ROOF CONDUCTOR

ADHESIVE CABLE SUPPORT

E-501

O G

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A I L S

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IDENTIFICATION

C O

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An O ne id a N at io n Co m pa ny

GROUND ROD AIR TERMINAL

LIGHTNING

PROTECTION

CONDUCTOR

SCALE:

DOWN CONDUCTOR & GROUND ROD DETAIL

NONE

E-101

E-102

E-103

TYPICAL LIGHT POLE AIR TERMINAL,

FINISHED GRADE

24" ALUMINUM AIR TERMINAL

EXISTING POLE

MOUNTED LIGHT

FIXTURE

TERMINAL CLAMP

TO TENON MOUNT

MINIMUM 24"

BFG, TYPICAL

PROTECT DOWN CONDUCTOR

WITH SCHEDULE 80 PVC MIN 6'

AFG & A MIN 6" BFG, TYPICAL

CLASS I ALUMINUM DOWN

CONDUCTOR; SECURED DOWN

CONDUCTOR AT 3' INTERVALS

EXISTING ALUMINUM LIGHT POLEPOLE MOUNTING BRACKET WITH ONE

ARM - SIMILAR TO UTILITY METALS

TO GND ROD

5/8" DIAMETER x 36"

COPPER AIR TERMINAL

SCALE:

TYPICAL AIR TERMINAL MAST DETAIL

NONE

E-102

STAINLESS STEEL U-BOLT

AIR TERMINAL SUPPORT -

THOMPSON OR EQUAL

STAINLESS STEEL VERTICAL

MOUNT POINT BASE

STAINLESS STEEL U-BOLT

CABLE SUPPORT -

THOMPSON OR EQUAL

CLASS I COPPER DOWN

CONDUCTOR

STAINLESS STEEL SPLICE -

THOMPSON OR EQUAL

TOP OF TOWER

GALVANIZED

STEEL PIPE MAST

18"

BI-METAL CONNECTOR

TO GND ROD

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Sheets and Views

G-001 COVER SHEET - LOCATION MAP, PROJECT AREA AND DRAWING INDEX

SD-001 STRUCTURAL NOTES AND ABBREVIATIONS

SD-101 TEL-IV STRUCTURAL SITE PLAN - DEMOLITION

SD-201 TEL-IV STRUCTURAL TOWER ELEVATIONS & PLANS - DEMOLITION

E-001 ELECTRICAL NOTES, LEGEND AND ABBREVIATIONS

ED-101 TEL-IV LIGHTNING PROTECTION SITE PLAN - DEMO

E-101 TEL-IV LIGHTNING PROTECTION SITE PLAN - NEW

E-102 TEL-IV LIGHTNING PROTECTION PLAN - MAIN BLDG - NEW

E-103 TEL-IV LIGHTNING PROTECTION PLAN - PUMP HOUSE - NEW

E-501 ELECTRICAL DETAILS

File details come from the government source that posted it. Updated Aug 6, 2020.