FA875123B0001 Attachment 1 Specifications.pdf

PDF 45 MB Posted Feb 13, 2023

Attached to: Install HF Antennas, Test Sites Federal contract opportunity
Solicitation number: FA875123B0001
Issued by: Department of the Air Force Materiel Command Research Laboratory

View the file

Other files for this federal contract opportunity

Other files attached to Install HF Antennas, Test Sites, newest first.
File	Type	Posted
FA875123B0001 Attachment 1 Specifications.pdf	PDF	Feb 14, 2023
FA875123B0001 Attachment 2 Drawings.pdf	PDF	Feb 13, 2023

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PROPOSED HF

TOWER

DRAWING SUFFIX DESIGNATION FACILITY NAME

• AE000-S STOCKBRIDGE

• AE000-T TANNER HILL

• AE000-I IRISH HILL

EXISTING

BUILDING B1628

DEMO EXISTING

BUILDING S1640

EXISTING

BUILDING B1624

EXISTING

BUILDING B1612

PROPOSED

WALK-UP TOWER

EXISTING

BUILDING B1621

EXISTING

BUILDING B1607

BUILDING 1609

(UNDER CONSTRUCTION)

DEMO EXISTING

BUILDING B1605

(BID ALTERNATE)

OLD BUILDING 1609

(TO BE DEMOLISHED UNDER

SEPARATE CONTRACT)

PROPOSED HF

TOWER

PROJECT NO. RTVW180301AE A/E CONTRACT NO. GS-07-P-16-UC-D-7008

STOCKBRIDGE SITE MAP

NKB

N. .______________________________________________________

ARCHITECTURE & ENGINEERING, PC..

K BHANDARI

SHEET SIZE: 24" x 36"

DESIGN FIRM:

R A

O V A L

NYS Education Law, Section 7209 Prohibits any person to alter these drawings other than a licensed architect or the design engineer. Information on these drawings remainsthe property of the licensed professionals who prepared them and may only be used on the project identified below.

DRAWING NO: SHEET: FACILITY NAME:

SHEET TITLE:

PROJECT TITLE:

Rev. Date Description Drawn Approved

DATE:

PROJECT MANAGER:

PROJECT NO:

DRAFTER:

Rome Research Site

Air Force Research Laboratory

Information Directorate Rome, New York

RIO:

RIOCC:

RIOS:

66abw/def:

RIOC:

RIOCO:

RIOF:

USER:

RIOCC:

RIOCV:

DET 4/SE:

USER:DATE

DATE

DESIGNER:

CONSULTANT:

10/28/2021 10:10:44 AM

1 -G-001 10/29/2021

COVER SHEET

INSTALL HF ANTENNAS,

TEST SITES

RTVW180301AE

KRS

DBH

ARCHITECT, SITE/ CIVIL ENGINEER, &

STRUCTURAL ENGINEER:

N.K. BHANDARI,

ARCHITECTURE & ENGINEERING, P.C.

1005 W. FAYETTE STREET, SUITE 500

SYRACUSE, NEW YORK 13204

315.428.1177

SENSITIVE BUT UNCLASSIFIED (SBU) PROPERTY OF THE UNITED STATES

GOVERNMENT COPYING, DISSEMINATION, OR DISTRIBUTION OF THIS

DOCUMENT TO UNAUTHORIZED RECIPIENTS IS PROHIBITED Do not remove this notice. Properly destroy or return documents when no longer needed.

PROJECT CERTIFICATION:

TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT,

THE DRAWINGS AND SPECIFICATIONS WHICH COMPRISE THE

CONSTRUCTION DOCUMENTS FOR THE PROJECT ARE IN COMPLIANCE WITH

APPLICABLE CODES, INCLUDING THE LATEST EDITIONS OF THE

INTERNATIONAL BUILDING CODE AND NFPA 101.

MECHANICAL, ELECTRICAL, PLUMBING, & FIRE

PROTECTION ENGINEER:

C&S COMPANIES

499 COL. EILEEN COLLINS BLVD.

SYRACUSE, NEW YORK 13212

315.445.2000

HAZARDOUS MATERIALS:

COLDEN CORPORATION

5842 HERITAGE LANDING DRIVE

EAST SYRACUSE, NEW YORK 13057

315.445.0847

FACILITY IDENTIFICATION KEY

AIR FORCE RESEARCH LABORATORY

INFORMATION DIRECTORATE

ROME, NEW YORK 13441

INSTALL HF ANTENNAS, TEST SITES

IRISH HILL SITE MAP TANNER HILL SITE MAP DRAWING LIST

(BID ALTERNATE)

THE CONTRACTOR MUST VERIFY THE BUILDING

NUMBERS WITH AFRL.

1272.13

1272.63

1272.44

1272.20

1272.33

1272.25

1272.76

1273.00

1273.16

1272.72

1273.56

1273.23

1273.04

1273.15

1272.87

1272.93

1273.79

1273.87

1274.39

1274.32

1273.98

1274.29

1274.32

1274.68

1275.23

1275.91

1275.58

1275.35

1275.11

1275.23

1275.09

1275.07

1275.13

1275.52

1274.88

1275.60

1276.77

1275.43

1274.90

1273.87

1275.31

1273.48

1272.92

1272.77

1272.79

1273.07

1272.86

1272.22

1271.86

1271.56

1273.55

1272.49

1272.30

1272.06

1272.20

1272.66

1272.01

1271.82

1271.40

1271.53

1272.10

1272.89

1272.61

1272.22

1272.24

1272.20

1272.67

1272.89

1273.08

1271.19

1272.02

1271.78

1271.33

1271.02

1271.29

1271.08

1271.60

1271.72

1271.76 1271.56

1271.86

1271.76

1271.84

1272.28

1273.02

1272.60

1272.04

1271.87

1272.12

1272.01

1272.15

1272.39

1271.48

1270.96

1271.31

1270.84

1270.78

1271.21

1270.64

1270.27

1270.99

1269.60

1269.45

1269.73

1270.78

1269.46

1270.15

1270.83

1271.24

1271.80

1271.75

1271.78

1272.23

1272.15

1271.51

1271.97

1271.31

1271.35

1271.59

1271.21

1270.53

1269.56

1269.27

1269.80

1268.93

1269.14

1268.43

1268.08

1267.33

1267.28

1268.51

1269.30

1268.40

1269.65

1270.52

1271.30

1271.08

1269.93

1270.49

1270.69

1270.91

1271.79

1271.52

1271.27

1270.45

1268.81

1269.68

1270.50

1268.87

1267.94

1269.51

1269.05

1268.16

1267.89

1268.59

1267.78

1266.69

1267.14

1267.22

1266.03

1266.89

1267.75

1267.81

1267.44

1267.70

1268.15

1268.21

1268.48

1268.71

1268.68

1268.27

1267.21

1266.55

1264.40

1264.75

1266.35

1266.71

1266.90

1266.54

1266.17

1266.25

1265.84

1266.04

1265.67

1265.02

1264.66

1264.39

1264.74

1265.34

1265.50

1264.37

1263.52

1262.37

1259.39

1260.48

1260.37

1259.11

1260.15

1260.70

1262.00

1263.56

1263.70

1263.78

1263.60

1260.34

1260.22

1259.77

1260.14

1259.01

1258.95

1258.66

1258.86

1259.01

1260.85

1260.91

1260.86

1262.19

1262.72

1262.08

1262.16

1262.58

1263.29

1263.82

1262.57

1261.82

1259.40

1258.24

1259.35

1258.51

1258.74

1258.68

1259.57

1257.31

1256.39

1259.68

1259.29

1255.90

1255.96

1256.19

1256.06

1256.75

1258.40

1257.62

1261.43

1259.66

1258.10

1257.71

1260.03

1264.88

1267.74

1271.87

1272.58

1271.69

1269.85

1275.95

1277.22

1274.71

1275.25

1275.71

WOODS

METAL VAULT

PAVEMENT

E M O

A R

MOWED GRASS

G R A V E L

R O

A D

4"x4" WOOD POST

BRUSH / ROCK PILE

4.5' HIGH IRON PIPE

GUYED

TOWER

CONC. GUY PAD

ABANDONED

UTILITY

POLE

CONC. PAD

CONTROL PONT 1

MAGNETIC NAIL

N: 1106191.43

E: 1069063.55

ELEV=1271.30

CP 1

CONTROL PONT 2

MAGNETIC NAIL

N: 105858.21

E: 1069352.61

ELEV=1273.53

CP 2

BAR SCALE

1 inch = ft.

30 0 15 30 60

N: 1106300.0000

E: 1069300.0000

N: 1106000.0000

E: 1069300.0000

N: 1106000.0000

E: 1068550.0000

N: 1106300.0000

E: 1068550.0000

LANDS OF THE UNITED STATES OF AMERICA

(REPUTED OWNER)

TAX MAP PARCEL 54.-2-1

PROJECT NUMBER:

DATE REVISIONS RECORD/DESCRIPTION

PROJ. NO

CHECKED

DRAFTED

C.T. MALE ASSOCIATES

SCALE :

CHECKDRAFTER APPR.

OFSHEET

DWG. NO:

UNAUTHORIZED ALTERATION OR

ADDITION TO THIS DOCUMENT IS A

VIOLATION OF THE NEW YORK STATE

EDUCATION LAW.

DATE :

C.T. MALE ASSOCIATES

Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C.

50 CENTURY HILL DRIVE, LATHAM, NY 518.786.7400

www.ctmale.com

COBLESKILL, NY · GLENS FALLS, NY · POUGHKEEPSIE, NY · JOHNSTOWN, NY

LITTLE FALLS, NY · RED HOOK, NY · SYRACUSE, NY

20.0640

TOWN OF STOCKBRIDGE

MADISON COUNTY, NEW YORK

20.0640

10/29/20

20-0549

XREFS:

W G

F I L E

A M

W G

F I L E

A M

APPROVED

"ONLY COPIES OF THIS MAP SIGNED IN RED INK AND EMBOSSED WITH

THE SEAL OF AN OFFICER OF C.T. MALE ASSOCIATES OR A

DESIGNATED REPRESENTATIVE SHALL BE CONSIDERED TO BE A VALID

TRUE COPY".

DAVID J. UHRINEC, PLS

P.L.S. NO. 050052

C U s e r s D

J U

D e s k t o p

K B

R o m e

A F R L

S u r v e y s R o m e

A F R L

S u r v e y

S t o c k b r i d g e d w g

R o m e

A F R L

S u r v e y

S t o c k b r i d g e d dju

1"=30'

NONE

TOPOGRAPHIC SURVEY

A PORTION OF

ROME AIR FORCE RESEARCH LAB

STOCKBRIDGE SITE

5251 BURLESON ROAD ONEIDA, NEW YORK

THE CONTRACTOR MUST VERIFY THE BUILDING

NUMBERS WITH AFRL.

1271.33

1271.29

1271.60

1271.76

WOODS

METAL VAULT

PAVEMENT

EDGE MOWED AREA

MOWED GRASS

G R A V

EL R

O A D

G R A V

EL R

O A D

4"x4" WOOD POST

BRUSH / ROCK PILE

CP 1

LANDS OF THE UNITED STATES OF AMERICA

(REPUTED OWNER)

TAX MAP PARCEL 54.-2-1

50'24

125' MAX SILT

FENCE SPACING

SILT FENCE TO BE INSTALLED UPON

COMPLETION OF ROUGH GRADING AND

TO REMAIN IN PLACE UNTIL FINAL

STABILIZATION IS ACHIEVED

SILT FENCE TO BE INSTALLED PRIOR

TO ROUGH GRADING. INSTALL

PARALLEL TO EXISTING CONTOUR.

CONTROL POINT 1

MAGNETIC NAIL

N: 1106191.43 E: 1069063.55

ELEV=1271.30

CONTRACTOR TO PROTECT CONTROL POINT

FROM DISTURBANCE FOR USE DURING

LAYOUT OF TOWER ANCHOR POINTS.

00 30' 60'

(IN FEET)

1 inch = 30 ft

GRAPHIC SCALE

LEGEND

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED CONTOUR GRADES

3C100-S

STOCKBRIDGE

SITE PREPARATION &

EROSION CONTROL PLAN RTVW180301AE

RCI

DEMOLITION/SITE PREPARATION PLAN

KEYED NOTES:

1 REMOVE PAVEMENT SECTION INCLUDING GRAVEL SUBBASE;

RESTORE WITH FILL TO PROPOSED GRADE, SEED, AND MULCH

2 GRADING LIMIT

LIMIT OF DISTURBANCE

3 STABILIZED CONSTRUCTION ENTRANCE

STABILIZED CONSTRUCTION ENTRANCE/EXIT

SILT FENCE

SHEET SIZE: 24" x 36"

DESIGN FIRM:

NYS Education Law, Section 7209 Prohibits any person to alter these drawings other than a licensed architect or the design engineer. Information on these drawings remains the property of the licensed professionals who prepared them and may only be used on the project identified below.

DRAWING NO: SHEET: FACILITY NAME:

SHEET TITLE:

PROJECT TITLE:

Rev. Date Description Drawn Approved

DATE:

STOCKBRIDGE

PROJECT MANAGER:

PROJECT NO:

DRAFTER:

Rome Research Site

Air Force Research Laboratory Information Directorate

Rome, New York

RIO:

RIOCC:

RIOS:

66abw/def:

RIOC:

RIOCO:

RIOF:

USER:

RIOCC:

RIOCV:

DET 4/SE:

USER:DATE

DATE

DESIGNER:

CONSULTANT:

NKBN. .______________________________________________________

ARCHITECTURE & ENGINEERING, P C..

KBHANDARI

N A P I E R A L A C O N S U L T I N G

PROFESSIONAL ENGINEER, P.C.

SITE DESIGN ENGINEERING

5/7/2021 1:10:17 PM

17 10/29/2021

RTVW180301AE

DBH

INSTALL HF ANTENNAS,

TEST SITES

4 TREE CLEARING; REFER TO EY100-S FOR LOCATION OF NEW

CONDUIT ALIGNMENT

5 REMOVE BRUSH/ROCK PILE

METAL VAULT

4"x4" WOOD POST

CP 1

CP 2

LANDS OF THE UNITED STATES OF AMERICA

(REPUTED OWNER)

TAX MAP PARCEL 54.-2-1

30'

R80'

TOWER PIER

N:1106102.69 E:1069010.88

ERECTION ANCHOR

N:1106093.33 E:1069030.23

ANCHOR A

N:1106182.84 E:1068983.01

ANCHOR B

N:1106170.37 E:1068987.34

ANCHOR B

N:1106126.23 E:1069078.56

ANCHOR A

N:1106130.56 E:1069091.02

ANCHOR B

N:1106022.55 E:1069038.75

ANCHOR A

N:1106035.01 E:1069034.41

ANCHOR B

N:1106074.82

E:1068930.73 ANCHOR A

N:1106079.15

E:1068943.20 WINCH PIER

N:1106050.42 E:1069118.89

21'-6"

120'-0"

50'-8"

60'-0"

-0

-4

EXISTING COMMUNICATIONS HANDHOLE

EXISTING PRIMARY

FEEDER HANDHOLE

CONTROL POINT 1

MAGNETIC NAIL

N: 1106191.43 E: 1069063.55

ELEV=1271.30

CONTROL POINT 2

MAGNETIC NAIL

N: 105858.21 E: 1069352.61

ELEV=1273.53

' 247'

00 30' 60'

(IN FEET)

1 inch = 30 ft

GRAPHIC SCALE

LAYOUT PLAN KEYED NOTES:

1 80-FT RADIUS GRADED GROUND PLANE, SEE GRADING PLAN;

RESTORE WITH TOPSOIL, SEED, AND MULCH

2 8-FT HIGH CHAINLINK SECURITY FENCE;

SEE DETAIL 1, SHEET C500-S

3 8-FT HIGH CHAINLINK SECURITY GATE;

SEE DETAIL 2, SHEET C500-S

6 GRAVEL ACCESS ROAD; SEE DETAIL 3, SHEET C501-S

4 CONCRETE PAD FOR UTILITIES (SEE DETAIL 1, SHEET C501-S); SEE

ELECTRICAL SITE PLAN FOR LOCATIONS OF ELECTRICAL CONDUIT

5 GRAVEL PAD; SEE DETAIL 2, SHEET C501-S

COORDINATES ARE BASED ON THE CENTRAL ZONE OF

THE NEW YORK STATE PLANE COORDINATE SYSTEM

4C200-S

STOCKBRIDGE

SITE PLAN

RTVW180301AE

RCI

SHEET SIZE: 24" x 36"

DESIGN FIRM:

NYS Education Law, Section 7209 Prohibits any person to alter these drawings other than a licensed architect or the design engineer. Information on these drawings remains the property of the licensed professionals who prepared them and may only be used on the project identified below.

DRAWING NO: SHEET: FACILITY NAME:

SHEET TITLE:

PROJECT TITLE:

Rev. Date Description Drawn Approved

DATE:

STOCKBRIDGE

PROJECT MANAGER:

PROJECT NO:

DRAFTER:

Rome Research Site

Air Force Research Laboratory Information Directorate

Rome, New York

RIO:

RIOCC:

RIOS:

66abw/def:

RIOC:

RIOCO:

RIOF:

USER:

RIOCC:

RIOCV:

DET 4/SE:

USER:DATE

DATE

DESIGNER:

CONSULTANT:

NKBN. .______________________________________________________

ARCHITECTURE & ENGINEERING, P C..

KBHANDARI

N A P I E R A L A C O N S U L T I N G

PROFESSIONAL ENGINEER, P.C.

SITE DESIGN ENGINEERING

17 10/29/2021

RTVW180301AE

DBH

INSTALL HF ANTENNAS,

TEST SITES

7 TRENCH EXCAVATION FOR ELECTRICAL CONDUIT. SEE E100-S.

8 TRENCH EXCAVATION FOR COMMUNICATIONS CONDUIT. SEE EY100-S.

NEW CHAINLINK SECURITY FENCE

NEW UNDERGROUND COMMUNICATIONS TRENCH

NEW UNDERGROUND ELECTRIC TRENCH

LEGEND

CP 1

LANDS OF THE UNITED STATES OF AMERICA

(REPUTED OWNER)

TAX MAP PARCEL 54.-2-1

1272.4

MEE

1269.8

1269.6

1272.7

1272.8

1269.4

1271.2

1269.8

1269.4

1269.2

1270.2

1270.4 1270.6

1270.8

1271.5

1271.4 1271.6 1271.8

1272.8

1271.8

1271.6

1271.4

1271.2

1272.8

1272.9

1272.2

MEE

1272.1

1273.2

1272.8

1272.6

1272.4

1272.2

MEE

MEEMEE

MEE

1271.6

MEE

1271.6

1271.4

MEE

1271.6

MEE

1271.61271.6

80' RADIUS GRADED GROUND PLANE

CENTER OF GROUND PLANE

ELEV=1271.20

CONTROL POINT 1

MAGNETIC NAIL

N: 1106191.43 E: 1069063.55

ELEV=1271.30

MEE

00 20' 40'

(IN FEET)

1 inch = 20 ft

GRAPHIC SCALE

GRADING PLAN LEGEND

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED CONTOUR GRADES

PROPOSED FINISHED SPOT ELEVATION

MATCH/MEET EXISTING ELEVATION

MEE

459.8

5C300-S

STOCKBRIDGE

GRADING PLAN

RTVW180301AE

RCI

SHEET SIZE: 24" x 36"

DESIGN FIRM:

NYS Education Law, Section 7209 Prohibits any person to alter these drawings other than a licensed architect or the design engineer. Information on these drawings remains the property of the licensed professionals who prepared them and may only be used on the project identified below.

DRAWING NO: SHEET: FACILITY NAME:

SHEET TITLE:

PROJECT TITLE:

Rev. Date Description Drawn Approved

DATE:

STOCKBRIDGE

PROJECT MANAGER:

PROJECT NO:

DRAFTER:

Rome Research Site

Air Force Research Laboratory Information Directorate

Rome, New York

RIO:

RIOCC:

RIOS:

66abw/def:

RIOC:

RIOCO:

RIOF:

USER:

RIOCC:

RIOCV:

DET 4/SE:

USER:DATE

DATE

DESIGNER:

CONSULTANT:

NKBN. .______________________________________________________

ARCHITECTURE & ENGINEERING, P C..

KBHANDARI

N A P I E R A L A C O N S U L T I N G

PROFESSIONAL ENGINEER, P.C.

SITE DESIGN ENGINEERING

17 10/29/2021

RTVW180301AE

DBH

INSTALL HF ANTENNAS,

TEST SITES

CP 1

LANDS OF THE UNITED STATES OF AMERICA

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+36

PROPOSED GRADE=1.75%

80'R GROUND PLANE

FENCE LINE

PROPOSED GRADE

EXISTING GRADECENTER OF GROUND PLANE

00 20' 40'

(IN FEET)

1 inch = 20 ft

GRAPHIC SCALE

SCALE:

PLAN VIEW: EAST-WEST CENTERLINE

1"=20'

C400-S

SCALE:

PROFILE VIEW: EAST-WEST CENTERLINE

VERT: 1"=4'; HORZ: 1"=20'

C400-S 6C400-S

STOCKBRIDGE

PLAN AND PROFILE

RTVW180301AE

RCI

SHEET SIZE: 24" x 36"

DESIGN FIRM:

NYS Education Law, Section 7209 Prohibits any person to alter these drawings other than a licensed architect or the design engineer. Information on these drawings remains the property of the licensed professionals who prepared them and may only be used on the project identified below.

DRAWING NO: SHEET: FACILITY NAME:

SHEET TITLE:

PROJECT TITLE:

Rev. Date Description Drawn Approved

DATE:

STOCKBRIDGE

PROJECT MANAGER:

PROJECT NO:

DRAFTER:

Rome Research Site

Air Force Research Laboratory Information Directorate

Rome, New York

RIO:

RIOCC:

RIOS:

66abw/def:

RIOC:

RIOCO:

RIOF:

USER:

RIOCC:

RIOCV:

DET 4/SE:

USER:DATE

DATE

DESIGNER:

CONSULTANT:

NKBN. .______________________________________________________

ARCHITECTURE & ENGINEERING, P C..

KBHANDARI

N A P I E R A L A C O N S U L T I N G

PROFESSIONAL ENGINEER, P.C.

SITE DESIGN ENGINEERING

17 10/29/2021

RTVW180301AE

DBH

NOTE: NORTH ORIENTATION IS ROTATED TO ALIGN WITH PROFILE

1269.14

4"x4" W O

O D

4.5' H

IRO

PIPE

CP 1

LAN

S O

F TH

E U N

ITED

STATES O

F AM

ERICA

(REPU

TED

O W

ER)

TAX M

AP PARCEL 54.-2-1

FENCE LINE

PROPOSED GRADE

EXISTING GRADE

0+00 0+50 1+00 1+50 2+00 2+25

80'R GROUND PLANE

00 20' 40'

(IN FEET)

1 inch = 20 ft

GRAPHIC SCALE

7C401-S

STOCKBRIDGE

PLAN AND PROFILE

RTVW180301AE

RCI

SHEET SIZE: 24" x 36"

DESIGN FIRM:

NYS Education Law, Section 7209 Prohibits any person to alter these drawings other than a licensed architect or the design engineer. Information on these drawings remains the property of the licensed professionals who prepared them and may only be used on the project identified below.

DRAWING NO: SHEET: FACILITY NAME:

SHEET TITLE:

PROJECT TITLE:

Rev. Date Description Drawn Approved

DATE:

STOCKBRIDGE

PROJECT MANAGER:

PROJECT NO:

DRAFTER:

Rome Research Site

Air Force Research Laboratory Information Directorate

Rome, New York

RIO:

RIOCC:

RIOS:

66abw/def:

RIOC:

RIOCO:

RIOF:

USER:

RIOCC:

RIOCV:

DET 4/SE:

USER:DATE

DATE

DESIGNER:

CONSULTANT:

NKBN. .______________________________________________________

ARCHITECTURE & ENGINEERING, P C..

KBHANDARI

N A P I E R A L A C O N S U L T I N G

PROFESSIONAL ENGINEER, P.C.

SITE DESIGN ENGINEERING

17 10/29/2021

RTVW180301AE

DBH

SCALE:

PLAN VIEW: NORTH-SOUTH CENTERLINE

1"=20'

C400-S

SCALE:

PROFILE VIEW: NORTH-SOUTH CENTERLINE

VERT: 1"=4'; HORZ: 1"=20'

C400-S

NOTE: NORTH ORIENTATION IS ROTATED TO ALIGN WITH PROFILE

SCALE:

BRACE PANEL DETAIL

NTS

C500-S

BARBED-WIRE APRON ON

EXTENSION ARMSTOP RAIL

1'-0"

TIE WIRES OR

HOG RINGS (TYP.)

CORNER, END,

OR PULL POST

BRACE RAIL

TIE WIRES OR

CLIPS (TYP.)

LINE POST

CHAIN-LINK FABRIC

(9 GAGE, 2" MESH)

FABRIC WIDTH

(96")

LINE POST

TRUSS ROD

(3/8" MIN. DIA.)

BOTTOM OF

FABRIC

1 1/2" MIN

2 1/2" MAX

TENSION

WIRE

GRADE HOG RINGS (TYP.)

16" MIN. DIA.

6" 3'

-4

CONCRETE BASE

10'-0" MAXIMUM 10'-0" O.C. MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

10" MIN. DIA.

3/8" PLAIN PIN

RIVETED FLUSH (TYP.)

1' -0

(TY

P.)

1'- 6"

1'-0"

LINE POST CORNER POST

3/8" PLAIN PIN

RIVETED FLUSH (TYP.)

1' -0

BARBED WIRE (TYP.)

7.5

(TY

P.)

1'-1

0"LOCK PIN (TYP.)

CONCRETE BASE

TRUSS ROD

(3/8" MIN. DIA.)

1 1/2" (TYP.)

TENSION

BAND

TRUSS ROD

(3/8" MIN. DIA.)

ROUND POST

H-BEAM

TENSION BAND (15" O.C.

MAX. AND WITHIN 4" FROM

TOP AND BOTTOM OF FABRIC)

FABRIC

TENSION BAR TO ENGAGE

EACH FABRIC LINK

TENSION BAR

CARRIAGE BOLT

BARBED WIRE OR

TENSION WIRE

9-GAGE STEEL TIE WIRES

(2'-0" O.C. MAX.)

FABRIC

TOP RAIL

LINE POST

BRACE RAILS

TRUSS ROD TRUSS ROD

PULL POST

BRACE RAILS

LINE POST

TENSION WIRE

10'-0" MAX. 10'-0" MAX.

NOTE:

PROVIDE BRACE PANEL WHENEVER

STRAIGHT RUNS EXCEED 500 FEET.

FENCE POST

#8 AWG SOLID

COPPER WIRE

1'-0"

'-0

MOLDED EXOTHERMIC WELD

OR APPROVED CLAMP-TYPE

FITTING OF COPPER

3/4" DIA COPPER-CLAD

STEEL GROUND ROD

H-BEAM ROUND POST

9-GAGE STEEL TIE WIRE (15"O.C.

MAX. AND WITHIN 4" FROM TOP

AND BOTTOM OF FABRIC)

NOTES:

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT

INTENDED TO LIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS OF

INSTALLATION THAT COMPLY WITH THE SPECIFICATIONS.

2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE

SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE

PLACED ON THE SIDE OPPOSITE THE SECURE AREA.

3. UNLESS SPECIFICALLY SHOWN OR SPECIFIED, ALL FE6 FENCE SHALL HAVE

AN APRON EXTENDED OUTWARD FROM THE AREA BEING PROTECTED.

4. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID INSIDE THE

POST IS COMPLETELY FILLED WITH CONCRETE UP TO THE TOP OF THE

FOUNDATION.

STEEL POST SCHEDULE

USE AND SECTION

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

FABRIC WIDTH 84" TO 96"

CORNER, END & PULL POSTS

TUBULAR - ROUND

TUBULAR - SQUARE

C-SECTION (ROLL-FORMED)

LINE POSTS

TUBULAR - ROUND

H-SECTION

C-SECTION (ROLL-FORMED)

TOP, BOTTOM & BRACE RAILS

TUBULAR - ROUND

TUBULAR - SQUARE

H-SECTION

C-SECTION (ROLL-FORMED)

2.875" O.D.

2.50" SQ.

3.50" X 3.50"

2.375" O.D.

2.25" X 1.70" 2.25" X 1.70"

1.66" O.D.

1.50" SQ.

1.625" X 1.50" 1.625" X 1.25"

CHAIN LINK FABRIC

3 HORIZONTAL STRANDS

OF BARBED WIRE

3 STRANDS OF BARBED WIRE (TYP.)

CHAIN LINK FABRICGATE FRAME

GATE OPENING

DIRECTION OF GATE

SWING (TYP.)

PLAN

1'-0"

FABRIC WIDTH

(96")

LINE POST

3'-10" FOR POSTS 8 5/8" O.D.

3'-4" FOR POST 6 5/8" O.D.

3'-0" MIN. FOR POSTS 4" O.D. & LESS

LEAF

GATE FRAME

DROP ROD

LATCH ASSEMBLY

3 STRANDS OF BARBED WIRE (TYP.)

TOP RAIL

CHAIN-LINK FABRIC

BRACE RAIL (TYP.)

HINGES (TYP.)

LINE POST

TRUSS ROD (TYP.)

BRACE RAIL (TYP.)

GRADE LINE

BOTTOM TENSION

WIRE (TYP.)

2" MIN

5" MAX FOR UNSENSORED FENCES3/8" DIA. TRUSS

RODS (TYP)

16" DIA. MIN. FOR GATE

POSTS 4" O.D. & LESS

24" DIA. FOR GATE POSTS

OVER 4" O.D. ELEVATION

OFFSET HINGE STANDARD HINGE

1/2" DIA. DROP ROD

(INDUSTRY STANDARD)

SAND/GRAVEL

6" DIA CONCRETE

1" I.D. STEEL PIPE

10"

2' -0

NOTES:

1. FOR NON-SENSORED FENCES, DETAILS SHOWN

ARE TO CLARIFY REQUIREMENTS AND ARE NOT

INTENDED TO LIMIT OTHER TYPE OF FENCE

SECTIONS AND METHODS OF INSTALLATION

WHICH COMPLY WITH THE SPECIFICATIONS.

2. SWING GATES SHALL BE CONSTRUCTED WITH

DROP RODS, PADLOCKS, LATCH ASSEMBLY AND

GATE KEEPERS EXCEPT AS NOTED.

3. ALL GATE FRAMES SHALL MEET THE MINIMUM

REQUIREMENTS OF ASTM F900 1.90" NOMINAL

(ROUND) OR 2.00" NOMINAL (SQUARE). GATE

FRAMES SHALL BE OF WELDED CONSTRUCTION

OR SHALL BE ASSEMBLED USING HEAVY FITTINGS.

AT CONTRACTOR'S OPTION A WELDED

HORIZONTAL BRACE MAY BE USED IN LIEU OF

TRUSS RODS TO BRACE ALL-WELDED GATE

FRAMES. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE PROPER RIGID

CONSTRUCTION OF ALL GATES SUPPLIED.

GATE POST SCHEDULE

GATE LEAF WIDTH

(NOMINAL)

OUTSIDE DIMENSION

(NOMINAL)

6' OR LESS

GREATER THAN 6' TO 12'

GREATER THAN 12' TO 18'

MORE THAN 18'

2.875" OD

2.5" SQ

4.0" OD

6.625" OD

8.625" OD

8C500-S

STOCKBRIDGE

SITE DETAILS

RTVW180301AE

RCI

SHEET SIZE: 24" x 36"

DESIGN FIRM:

NYS Education Law, Section 7209 Prohibits any person to alter these drawings other than a licensed architect or the design engineer. Information on these drawings remains the property of the licensed professionals who prepared them and may only be used on the project identified below.

DRAWING NO: SHEET: FACILITY NAME:

SHEET TITLE:

PROJECT TITLE:

Rev. Date Description Drawn Approved

DATE:

STOCKBRIDGE

PROJECT MANAGER:

PROJECT NO:

DRAFTER:

Rome Research Site

Air Force Research Laboratory Information Directorate

Rome, New York

RIO:

RIOCC:

RIOS:

66abw/def:

RIOC:

RIOCO:

RIOF:

USER:

RIOCC:

RIOCV:

DET 4/SE:

USER:DATE

DATE

DESIGNER:

CONSULTANT:

NKBN. .______________________________________________________

ARCHITECTURE & ENGINEERING, P C..

KBHANDARI

N A P I E R A L A C O N S U L T I N G

PROFESSIONAL ENGINEER, P.C.

SITE DESIGN ENGINEERING

17 10/29/2021

RTVW180301AE

DBH

SCALE:

LINE POST ATTACHMENTS DETAIL

NTS

C500-S

9-GAGE STEEL TIE WIRE (15"O.C.

MAX. AND WITHIN 4" FROM TOP

AND BOTTOM OF FABRIC)

SCALE:

CHAIN-LINK SECURITY FENCE DETAIL

NTS

C500-S

35°

45°

SCALE:

EXTENSION ARM DETAILS

NTS

C500-S

SCALE:

TRUSS ROD AND BAND

NTS

C500-S

SCALE:

TENSION BAND DETAIL

NTS

C500-S

SCALE:

END OR GATE POST DETAIL

NTS

C500-S

SCALE:

TOP OR BRACE RAIL

ATTACHMENT

NTS

C500-SSCALE:

GROUNDING DETAIL

NTS

C500-S SCALE:

BRACE RAIL CLAMP DETAILS

NTS

C500-S

SCALE:

DOUBLE SWING GATE DETAIL

NTS

C500-S

SCALE:

DROP ROD FOUNDATION

NTS

C500-S SCALE:

GATE KEEPER

(TO KEEP GATE OPEN)

NTS

C500-S SCALE:

LATCH ASSEMBLY

NTS

C500-S

SCALE:

DROP ROD ASSEMBLY

NTS

C500-S

SCALE:

HINGE DETAIL

NTS

C500-S

1' -8

6 x 6 x 10/10 WWF CLASS C REINFORCED

CEMENT CONCRETE

6" M

T 6"

GRANULAR SUBBASE

NYSDOT ITEM 304.03

COMPACTED SUBGRADE

30'

12" WIDE x 4" DEEP

ISOLATION JOINT

12'

1 34" DEEP TOOLED OR

SAWCUT CONTRACTION

JOINT @ 6'-0" O.C.

2 #4 REBAR

CONTINUOUS

SCALE:

CONCRETE UTILITY PAD

NTS

C501-S

SCALE:

GRAVEL ACCESS ROAD SECTION

NTS

C501-S

TOPSOIL3" GRAVEL LEVELING COURSE

GEOSYNTHETIC FABRIC

MIRAFI 500X (OR APPROVED EQUAL)

COMPACTED SUBGRADE

(SUITABLE SOIL MATERIAL)

SLOPE AS INDICATED ON

SITE PLAN

NOTES

1. GRAVEL LEVELING COURSE TO BE IN CONFORMANCE WITH

NYSDOT STANDARD SPECIFICATIONS ITEM No. 411.01.

GRAVEL SHALL CONFORM TO THE FOLLOWING GRADATION

REQUIREMENTS:

PERCENT PASSING

SIEVE SIZE BY WEIGHT

2 INCH 100

1/4 INCH 30-65

No. 200 10-20

2. GRANULAR BASE COURSE SHALL BE IN CONFORMANCE

WITH NYSDOT STANDARD SPECIFICATIONS ITEM No. 304.11

(TYPE 1 SUBBASE) WITH THE FOLLOWING GRADATION

REQUIREMENTS:

PERCENT PASSING

SIEVE SIZE BY WEIGHT

3 INCH 100

2 INCH 90-100

1/4 INCH 30-65

No. 40 5-40 No. 200 0-10

3. RECLAIMED ASPHALT PAVEMENT IS ACCEPTABLE FOR USE

IN THE BASE COURSE. REFER TO NYSDOT STANDARD

SPECIFICATION SECTION 733-06.

TOPSOIL3" GRAVEL LEVELING COURSE

GEOSYNTHETIC FABRIC

MIRAFI 500X (OR APPROVED EQUAL)

COMPACTED SUBGRADE

(SUITABLE SOIL MATERIAL)

SLOPE AS INDICATED ON

SITE PLAN

NOTES

1. GRAVEL LEVELING COURSE TO BE IN CONFORMANCE WITH

NYSDOT STANDARD SPECIFICATIONS ITEM No. 411.01.

GRAVEL SHALL CONFORM TO THE FOLLOWING GRADATION

REQUIREMENTS:

PERCENT PASSING

SIEVE SIZE BY WEIGHT

2 INCH 100

1/4 INCH 30-65

No. 200 10-20

2. GRANULAR BASE COURSE SHALL BE IN CONFORMANCE

WITH NYSDOT STANDARD SPECIFICATIONS ITEM No. 304.12

(TYPE 2 SUBBASE) INSTALLED IN TWO LIFTS WITH THE

FOLLOWING GRADATION REQUIREMENTS:

PERCENT PASSING

SIEVE SIZE BY WEIGHT

2 INCH 100

1/4 INCH 25-60

No. 40 5-40 No. 200 0-10

9" BASE COURSE,

NYSDOT TYPE 1

(ITEM No. 304.11)

12" BASE COURSE,

NYSDOT TYPE 2

(ITEM No. 304.12)

INSTALLED IN TWO LIFTS

SCALE:

GRAVEL BUILDING PAD SECTION

NTS

C501-S

9C501-S

STOCKBRIDGE

SITE DETAILS

RTVW180301AE

RCI

SHEET SIZE: 24" x 36"

DESIGN FIRM:

NYS Education Law, Section 7209 Prohibits any person to alter these drawings other than a licensed architect or the design engineer. Information on these drawings remains the property of the licensed professionals who prepared them and may only be used on the project identified below.

DRAWING NO: SHEET: FACILITY NAME:

SHEET TITLE:

PROJECT TITLE:

Rev. Date Description Drawn Approved

DATE:

STOCKBRIDGE

PROJECT MANAGER:

PROJECT NO:

DRAFTER:

Rome Research Site

Air Force Research Laboratory Information Directorate

Rome, New York

RIO:

RIOCC:

RIOS:

66abw/def:

RIOC:

RIOCO:

RIOF:

USER:

RIOCC:

RIOCV:

DET 4/SE:

USER:DATE

DATE

DESIGNER:

CONSULTANT:

NKBN. .______________________________________________________

ARCHITECTURE & ENGINEERING, P C..

KBHANDARI

N A P I E R A L A C O N S U L T I N G

PROFESSIONAL ENGINEER, P.C.

SITE DESIGN ENGINEERING

17 10/29/2021

RTVW180301AE

DBH

INSTALL HF ANTENNAS,

TEST SITES

SCALE:

TRENCH RESTORATION

NTS

C501-S

SELECT GRANULAR FILL IN

CONFORMANCE WITH NYSDOT

SPECIFICATION ITEM No. 733-1101;

PLACE IN 8" LOOSE LIFTS MAX AND

COMPACT TO 90% MODIFIED PROCTOR

GRAVEL PAVED

SELECT GRANULAR FILL IN CONFORMANCE

WITH NYSDOT SPECIFICATION ITEM No.

733-1101; PLACE IN 8" LOOSE LIFTS MAX AND

COMPACT TO 90% MODIFIED PROCTOR

6"6"

2" NYSDOT TYPE F3 ASPHALT TOP

COURSE, ITEM 402.128303

3" NYSDOT TYPE F9 ASPHALT BINDER

COURSE, ITEM 402.258903

12" GRAVEL SUBBASE, NYSDOT

733-0402 - SUBBASE COURSE,

TYPE 2

APPLY TACK COAT MEETING NYSDOT

SPECIFICATION SECTION 407 BETWEEN

ASPHALT COURSES

SEAL JOINT BETWEEN EXISTING

PAVEMENT AND NEW PAVEMENT WITH

ASPHALT PAVEMENT JOINT ADHESIVERESTORE LAWN AREAS WITH 4"

SCREENED TOPSOIL, SEED AND

MULCH; MOUND FOR SETTLING

3" GRAVEL LEVELING COURSE

NOTES

1. GRAVEL LEVELING COURSE TO BE IN CONFORMANCE WITH

NYSDOT STANDARD SPECIFICATIONS ITEM No. 411.01. GRAVEL

SHALL CONFORM TO THE FOLLOWING GRADATION

REQUIREMENTS:

PERCENT PASSING

SIEVE SIZE BY WEIGHT

2 INCH 100

1/4 INCH 30-65

No. 200 10-20

2. GRANULAR BASE COURSE SHALL BE IN CONFORMANCE WITH

NYSDOT STANDARD SPECIFICATIONS ITEM No. 304.11 (TYPE 1

SUBBASE) WITH THE FOLLOWING GRADATION REQUIREMENTS:

PERCENT PASSING

SIEVE SIZE BY WEIGHT

3 INCH 100

2 INCH 90-100

1/4 INCH 30-65

No. 40 5-40 No. 200 0-10

9" BASE COURSE,

NYSDOT TYPE 1 (ITEM No. 304.11)

REFER TO ELECTRICAL DETAILS FOR

CONDUIT INSTALLATION

REFER TO ELECTRICAL

DETAILS FOR CONDUIT

INSTALLATION

LAWN/GRASS AREAS

NOTES:

1. CONCRETE WAHSOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE

PLACEMENT ON SITE.

2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT

AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE LOCATION OF

CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.

3. THE CONCRETE WAHSOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED

OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE.

4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM SITE AND

DISPOSED OF AT AN ACCEPTED WASTE SITE.

5. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL

BE SEEDED AND MULCHED OR OTHERWISE STABILIZED.

SIGN TO INDICATE

LOCATION OF WASHOUT AREA

8' X 8' MIN

OR AS REQUIRED TO

CONTAIN WASTE CONCRETE

12" MIN

2' M

IN GROUND SURFACE

BERM TO SURROUND

PERIMETER

1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO

FENCE POSTS WITH WIRE TIES OR STAPLES.

2. FILTER CLOTH IS TO BE FASTENED SECURELY TO WOVEN

WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND

MID SECTION.

3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH

OTHER, THEY SHALL BE OVERLAPPED BY SIX INCHES AND

FOLDED.

4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND

MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE

SILT FENCE.

POSTS: STEEL, EITHER "T" OR "U" TYPE OR 2"

HARDWOOD

FENCE: WOVEN WIRE, 14 1/2 GAUGE, 6" MAX. MESH

OPENING

FILTER CLOTH:FILTER X., MIRAFI 100X, STABILINKA T140N

OR APPROVED EQUAL

PREFABRICATED UNIT:GEOFAB, ENVIROFENCE, OR APPROVED

EQUAL

DRIVEN MINIMUM

16" INTO GROUND WOVEN WIRE FENCE

(MIN 1412 GAUGE, MAX

6" MESH SPACING)

10' MAX O.C.

UNDISTURBED GROUND FLO

WOVEN WIRE FENCE WITH

FILTER CLOTH OVER

16" MIN

UNDISTURBED

GROUND

EMBED FILTER CLOTH

MIN. 6" INTO GROUND

FLOW

1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.

2. LENGTH - NOT LESS THAN 50 FEET.

3. THICKNESS - NOT LESS THAN SIX (6) INCHES.

4. WIDTH - 24 FEET MINIMUM.

5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.

6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION

ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A

MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.

7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL

PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ALL

SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST

BE REMOVED IMMEDIATELY.

8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE

AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.

9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.

12'

MIN

12' MIN ONE WAY

24' MIN TWO WAY

50' MIN

FILTER CLOTH

50'

6" M

EROSION AND SEDIMENT CONTROLS

1. STABILIZATION PRACTICES (TEMPORARY)

a. TEMPORARY SEEDING AND PLANTING OF ALL UNPAVED AREAS WHEN CONSTRUCTION

ACTIVITY HAS CEASED, OR WILL CEASE, IN AN AREA FOR 14 DAYS. SEEDING MIXTURES

AND APPLICATION RATES ARE LISTED ON SHEET C-2.

b. MULCHING EXPOSED AREAS.

c. FREQUENT WATERING TO MINIMIZE WIND EROSION DURING CONSTRUCTION.

2. STABILIZATION PRACTICES (PERMANENT)

a. LAND CLEARING ACTIVITIES SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK

WILL BE PERFORMED AND SHALL PROGRESS AS EARTHWORK IS NEEDED.

b. PERMANENT SEEDING AND PLANTING OF ALL UNPAVED AREAS.

3. STRUCTURAL MEASURES TEMPORARY

a. STABILIZED CONSTRUCTION ENTRANCE: A STABILIZED CONSTRUCTION ENTRANCE

SHALL BE PROVIDED AT THE ENTRANCE TO THE DISTURBED AREAS FROM AN EXISTING

ROADWAY. THE PURPOSE OF THE STABILIZED CONSTRUCTION ENTRANCE IS TO

REDUCE OR ELIMINATE THE TRACKING OF SEDIMENT ONTO THE PUBLIC

RIGHT-OF-WAY.

b. SILT FENCE: SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE EROSION CONTROL

PLAN . THE FABRIC SHALL MEET THE SPECIFICATIONS NOTED ON THE DETAILS

UNLESS OTHERWISE APPROVED BY THE APPROPRIATE EROSION AND SEDIMENT

CONTROL PLAN APPROVAL AUTHORITY. SUCH APPROVAL SHALL NOT CONSTITUTE

STATEWIDE ACCEPTANCE.

c. DUST CONTROL: DUST CONTROL IS THE CONTROL OF DUST RESULTING FROM

LAND-DISTURBING ACTIVITIES. THE PURPOSE IS TO PREVENT SURFACE AND AIR

MOVEMENT OF DUST FROM DISTURBED SOIL SURFACES THAT MAY CAUSE OFF-SITE

DAMAGE, HEALTH HAZARDS, AND TRAFFIC SAFETY PROBLEMS.

4. STRUCTURAL PRACTICES (PERMANENT)

a. LAND GRADING: PERMANENT RESHAPING OF THE EXISTING LAND SURFACE BY

GRADING IN ACCORDANCE WITH AN ENGINEERING TOPOGRAPHIC PLAN AND

SPECIFICATION TO PROVIDE EROSION CONTROL AND VEGETATIVE ESTABLISHMENT ON

DISTURBED, RESHAPED AREAS.

5. SEQUENCE OF MAJOR ACTIVITIES

THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THE ABOVE LISTED

EROSION AND SEDIMENT CONTROL PRACTICES. THE CONTRACTOR MAY DESIGNATE THESE

TASKS TO CERTAIN SUBCONTRACTORS AS IS SEEN FIT, BUT THE ULTIMATE

RESPONSIBILITY FOR IMPLEMENTING THESE CONTROLS AND ENSURING THEIR PROPER

FUNCTION REMAINS WITH THE CONTRACTOR. THE ORDER OF ACTIVITIES WILL BE AS

FOLLOWS:

a) CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE/EXIT AT THE LOCATION SHOWN

ON THE PLAN.

b) INSTALL PERIMETER SILT FENCE AN IN THE LOCATIONS SHOWN ON THE PLAN.

c) REMOVAL OF EXISTING ASPHALT PAD AS SHOWN ON THE PLAN.

d) SITE GRADING.

e) CONSTRUCTION OF ANTENNA FOUNDATION AND ANCHOR POINTS.

f) CONSTRUCTION OF CONCRETE UTILITY PAD.

g) CONSTRUCT GRAVEL DRIVEWAY BASE COURSE.

j) DEEP RIPPING OF NON-PAVED AREAS AS REQUIRED (NON-PAVED AREAS THAT HAVE

BEEN COMPACTED DURING CONSTRUCTION VIA CONSTRUCTION TRAFFIC).

k) FINAL GRADING, SEEDING, AND MULCHING.

l) PLACE FINAL GRAVEL SURFACE COURSE ON DRIVEWAY.

m) REMOVE SILT FENCE ONLY AFTER ALL PAVING IS COMPLETE AND EXPOSED SURFACES

ARE STABILIZED.

MAINTENANCE/INSPECTION PROCEDURES

THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES WILL BE USED TO MAINTAIN

EROSION AND SEDIMENT CONTROLS AND STABILIZATION MEASURES.

1. ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST ONCE EVERY SEVEN (7) CALENDAR

DAYS

2. ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF REPAIRS OR OTHER

EROSION CONTROL MEASURES ARE FOUND TO BE NECESSARY, THEY WILL BE INITIATED

WITHIN 24 HOURS OF REPORT.

3. BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED

ONE-THIRD THE HEIGHT OF THE FENCE.

4. SILT FENCES WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, ETC., TO SEE IF THE

FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE

POSTS ARE SECURELY IN THE GROUND.

5. TEMPORARY AND PERMANENT SEEDING AND ALL OTHER STABILIZATION MEASURES WILL BE

INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH.

6. A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. COPIES OF

THE REPORT FORMS TO BE COMPLETED BY THE INSPECTOR ARE INCLUDED IN THIS SWPPP.

7. THE OPERATOR SHALL HAVE A "QUALIFIED PROFESSIONAL" CONDUCT SITE INSPECTIONS

FOLLOWING THE COMMENCEMENT OF CONSTRUCTION. A "QUALIFIED PROFESSIONAL" IS A

PERSON KNOWLEDGEABLE IN THE PRINCIPLES AND PRACTICE OF EROSION AND SEDIMENT

CONTROLS, SUCH AS A LICENSED PROFESSIONAL ENGINEER, CERTIFIED PROFESSIONAL IN

EROSION AND SEDIMENT CONTROL (CPESC), OR SOIL SCIENTIST.

8. DISTURBED AREAS AND MATERIALS STORAGE AREAS WILL BE INSPECTED FOR EVIDENCE

OF OR POTENTIAL FOR POLLUTANTS ENTERING STORMWATER SYSTEMS.

9. REPORT TO NYS DEC WITHIN 24 HOURS ANY NONCOMPLIANCE WITH THE SWPPP THAT WILL

ENDANGER PUBLIC HEALTH OR THE ENVIRONMENT. FOLLOW UP WITH A WRITTEN REPORT

WITHIN 5 DAYS OF THE NONCOMPLIANCE EVENT. THE FOLLOWING EVENTS REQUIRE 24

HOUR REPORTING: A) ANY UNANTICIPATED BYPASS WHICH EXCEEDS ANY EFFLUENT

LIMITATION IN THE PERMIT, B) ANY UPSET WHICH EXCEEDS ANY EFFLUENT LIMITATION IN

THE PERMIT, AND C) A VIOLATION OF A MAXIMUM DAILY DISCHARGE LIMITATION FOR ANY

OF THE POLLUTANTS LISTED BY THE EPA IN THE PERMIT TO BE REPORTED WITHIN 24

HOURS. THE WRITTEN SUBMISSION MUST CONTAIN A DESCRIPTION OF THE

NON-COMPLIANCE AND ITS CAUSE; THE PERIOD OF NON-COMPLIANCE, INCLUDING EXACT

DATES AND TIMES, AND IF THE NON-COMPLIANCE HAS NOT BEEN CORRECTED, THE

ANTICIPATED TIME IT IS EXPECTED TO CONTINUE; AND STEPS TAKEN OR PLANNED TO

REDUCE, ELIMINATE, AND PREVENT RECURRENCE OF THE NON-COMPLIANCE.

10. RELEASES OF HAZARDOUS SUBSTANCES OR OIL IN EXCESS OF REPORTABLE QUANTITIES

(AS ESTABLISHED UNDER 40 CFR 110, 40 CFR 117 OR 40 CFR 302) MUST BE REPORTED.

FORM G-1 PROVIDES FURTHER DETAILS ON THE NOTIFICATION AND REPORTING PROCESS.

INSPECTION AND MAINTENANCE REPORT FORMS

ONCE INSTALLATION OF ANY REQUIRED OR OPTIONAL EROSION CONTROL DEVICE OR MEASURE

HAS BEEN IMPLEMENTED, AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND SHALL BE

PERFORMED BY A QUALIFIED PROFESSIONAL. THE FORMS FOUND IN THIS SWPPP SHALL BE

USED BY THE INSPECTORS TO INVENTORY AND REPORT THE CONDITION OF EACH MEASURE TO

ASSIST IN MAINTAINING THE EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING

ORDER.

THESE REPORT FORMS SHALL BECOME AN INTEGRAL PART OF THE SWPPP AND SHALL BE MADE

READILY ACCESSIBLE TO GOVERNMENTAL INSPECTION OFFICIALS, THE OPERATOR'S ENGINEER, AND THE OPERATOR FOR REVIEW UPON REQUEST DURING VISITS TO THE PROJECT SITE. IN

ADDITION, COPIES OF THE REPORTS SHALL BE PROVIDED TO ANY OF THESE PERSONS, UPON

REQUEST, VIA MAIL OR FACSIMILE TRANSMISSION. INSPECTION AND MAINTENANCE REPORT

FORMS ARE TO BE MAINTAINED BY THE PERMITTEE FOR FIVE YEARS FOLLOWING THE FINAL

STABILIZATION OF THE SITE.

OTHER RECORD-KEEPING REQUIREMENTS

THE CONTRACTOR SHALL KEEP THE FOLLOWING RECORDS RELATED TO CONSTRUCTION

ACTIVITIES AT THE SITE:

- DATES WHEN MAJOR GRADING ACTIVITIES OCCUR AND THE AREAS WHICH WERE

GRADED

- DATES AND DETAILS CONCERNING THE INSTALLATION OF STRUCTURAL CONTROLS

- DATES WHEN CONSTRUCTION ACTIVITIES CEASE IN AN AREA

- DATES WHEN AN AREAS IS STABILIZED, EITHER TEMPORARILY OR PERMANENTLY

- DATES OF RAINFALL AND THE AMOUNT OF RAINFALL

- DATES AND DESCRIPTIONS OF THE CHARACTER AND AMOUNT OF ANY SPILLS OF

HAZARDOUS MATERIALS

- RECORDS OF REPORTS FILED WITH REGULATORY AGENCIES IF REPORTABLE

QUANTITIES OF HAZARDOUS MATERIALS SPILLED

EROSION CONTROL NOTES

1. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS

BEEN RECEIVED BY GOVERNING AUTHORITIES. THE GENERAL CONTRACTOR SHALL

STRICTLY ADHERE TO THE APPROVED SWPPP DRAWINGS DURING CONSTRUCTION

OPERATIONS.

2. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL THE APPROPRIATE EROSION

CONTROL MEASURES HAVE BEEN INSTALLED.

3. ALL EXPOSED AREAS SHALL BE SEEDED AS SPECIFIED WITHIN 7 DAYS OF FINAL GRADING.

4. SHOULD CONSTRUCTION STOP FOR LONGER THAN 14 DAYS, THE SITE SHALL BE SEEDED AS

SPECIFIED.

5. MAINTAIN EROSION CONTROL MEASURES AFTER EACH RAIN AND AT LEAST ONCE A WEEK.

6. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL CONTRACTOR

SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SEDIMENT FROM LEAVING THE

SITE.

7. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT

APPLY.

8. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED

NECESSARY BY ON SITE INSPECTION.

9. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY

TO ESTABLISH PERMANENT SOIL STABILIZATION.

10. ALL WORK TO BE DONE IN STRICT ACCORDANCE WITH THE NEW YORK STANDARDS AND

SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL.

EROSION CONTROL NOTES

SCALE:

STABILIZED CONSTRUCTION ENTRANCE

NTS

C502-S SCALE:

SILT FENCE

NTS

C502-S SCALE:

CONCRETE WASHOUT AREA

NTS

C502-S

10C502-S

STOCKBRIDGE

EROSION CONTROL

NOTES AND DETAILS RTVW180301AE

RCI

SHEET SIZE: 24" x 36"

DESIGN FIRM:

NYS Education Law, Section 7209 Prohibits any person to alter these drawings other than a licensed architect or the design engineer. Information on these drawings remains the property of the licensed professionals who prepared them and may only be used on the project identified below.

DRAWING NO: SHEET: FACILITY NAME:

SHEET TITLE:

PROJECT TITLE:

Rev. Date Description Drawn Approved

DATE:

STOCKBRIDGE

PROJECT MANAGER:

PROJECT NO:

DRAFTER:

Rome Research Site

Air Force Research Laboratory Information Directorate

Rome, New York

RIO:

RIOCC:

RIOS:

66abw/def:

RIOC:

RIOCO:

RIOF:

USER:

RIOCC:

RIOCV:

DET 4/SE:

USER:DATE

DATE

DESIGNER:

CONSULTANT:

NKBN. .______________________________________________________

ARCHITECTURE & ENGINEERING, P C..

KBHANDARI

N A P I E R A L A C O N S U L T I N G

PROFESSIONAL ENGINEER, P.C.

SITE DESIGN ENGINEERING

17 10/29/2021

RTVW180301AE

DBH

G E M

O W

BRUSH / ROCK PILE

PAVEMENT

4"x4" WOOD POST

MOWED GRASS

N: 1106191.43

E: 1069063.55

ELEV=1271.30

CP 1

1269.8

1269.6

1272.7

1272.8

1269.4

1271.2

1269.8

1269.4

1269.2

1270.2

1270.4

1270.6

1270.8

1271.5

1271.4 1271.6

1271.8

1272.8

1271.8

1271.6

1271.4

1271.2

1272.8

1272.9

1272.2

MEE

1272.1

1273.2

1272.8

1272.6

1272.4

1272.2

MEE

MEEMEE

MEE

1271.6

MEE

1271.6

1271.4

MEE

1271.6

MEE

1271.61271.6

21' - 6"

120' - 0"

9' - 4"

101' - 4"

9' - 4"

50' - 8"

' - 1

" -T

Y P7 ' - 8

" -T Y

C E

60' - 0"

128' - 0"

THIS AREA MUST

BE CLEAR FOR

ERECTION OF

ANTENNA

GRAVEL PATH

REFER TO SITE DWGS FOR

LOCATION AND GEOMETRY

GRAVEL PAD

REFER TO SITE DWGS FOR

LOCATION AND GEOMETRY

CONC PAD

REFER TO SITE DWGS FOR

LOCATION AND GEOMETRY

NKB

N. .______________________________________________________

ARCHITECTURE & ENGINEERING, PC..

K BHANDARI

SHEET SIZE: 24" x 36"

DESIGN FIRM:

R A

O V A L

NYS Education Law, Section 7209 Prohibits any person to alter these drawings other than a licensed architect or the design engineer. Information on these drawings remains the property of the licensed professionals who prepared them and may only be used on the project identified below.

DRAWING NO: SHEET: FACILITY NAME:

SHEET TITLE:

PROJECT TITLE:

Rev. Date Description Drawn Approved

DATE:

STOCKBRIDGE

PROJECT MANAGER:

PROJECT NO:

DRAFTER:

Rome Research Site

Air Force Research Laboratory

Information Directorate Rome, New York

RIO:

RIOCC:

RIOS:

66abw/def:

RIOC:

RIOCO:

RIOF:

USER:

RIOCC:

RIOCV:

DET 4/SE:

USER:DATE

DATE

DESIGNER:

CONSULTANT:

10/21/2021 10:17:14 AM

11 17S-101-S 10/29/2021

ANTENNA

FOUNDATION PLAN

INSTALL HF ANTENNAS,

TEST SITES

RTVW180301AE

CAN

DBH

1" = 20'-0"S-101-S

A ANTENNA FOUNDATION PLAN

0 10' 20'

ANTENNA FOUNDATION NOTES:

1. TOWER FOUNDATIONS SHALL BE COMPLETED AS A PART OF A DELEGATED DESIGN BY THE ANTENNA

MANUFACTURER. COORDINATE ALL DIMENSIONS TO FINAL DELEGATED DESIGN.

2. DETAILS PROVIDED ARE SCHEMATIC, AND ARE ONLY TO BE USED FOR BIDDING PURPOSES. COORDINATE

FINAL GEOMETRY AND REQUIREMENTS WITH THE ANTENNA MANUFACTURER’S APPROVED FINAL DESIGN

OF TOWER FOUNDATIONS.

3. COORDINATE TOP OF FOUNDATION ELEVATION WITH FINAL DELEGATED DESIGN.

4. MAINTAIN A BOTTOM OF FOUNDATION DEPTH OF 5’-0” MINIMUM FOR FROST DEPTH PROTECTION.

5. BEDROCK MAY BE ENCOUNTERED DURING EXCAVATION FOR THE ANTENNA FOUNDATIONS.

6' - 6"

PLAN VIEW

SECTION VIEW

#1 - (1) ANCHOR

#2 - (6) J-BOLT

C O

O R

D W

E L

E G

A T

E D

D E

V A

18"

CL/ ANCHOR BLOCK

REINFORCING BARS

11" 21"

11 1/2"

F R

O S

T P

R O

T E

C T

ENCASE ANCHOR

IN 6" DIA CONC

120'-0" TO CL/

OF TOWER PIER

0 1' 2' 3'

COORDINATE HEIGHT

ABOVE GRADE WITH

DELEGATED DESIGN

COORD W/

DELEGATED

DESIGN

SECTION VIEW

#1 - (2) SCREW ANCHOR ASSY

C O

O R

D W

E L

E G

A T

E D

D E

V A

REINFORCING BARS

12"

42" SQUARE MIN

0 1' 2' 4'

F R

O S

T P

R O

T E

C T

COORDINATE HEIGHT

ABOVE GRADE WITH

DELEGATED DESIGN

60"

TOWARD TOWER

84'-10" TO TOWER

PLAN VIEW

SECTION VIEW

O O

R D

W D

E L

E G

A T

E D

D E

V A

34"

CL/ ANCHOR BLOCK

REINFORCING BARS

#1 - ANCHOR

0 1' 2' 4'

F R

O S

T P

R O

T E

C T

COORDINATE

HEIGHT ABOVE

GRADE WITH

DELEGATED DESIGN

60"

PLAN VIEW

SECTION VIEW

#1 - (4) ANCHOR

#2 - (4) BOLT, SWEDGE, 1/2 x 2 3/4

71'-8" TO TOWER

12"

TOWARD

TOWER

C O

O R

D W

E L

E G

A T

E D

D E

V A

34"

56 1/2"

CL/ ANCHOR BLOCK

REINFORCING BARS

0 1' 2' 4'

F R

O S

T P

R O

T E

C T

COORDINATE HEIGHT

ABOVE GRADE WITH

DELEGATED DESIGN

PLAN VIEW

89 1/2"

SECTION VIEW

C O

O R

D W

E L E

G A

T E

D D

E S

V A

#1 - (6) BOLT, HxHd, 3/4-10 x 18 GALV #2 - (4) BOLT, HxHd, 1/2-13 x 9 GALV

REINFORCING, TYP

TOWARD

WINCH PIER

0 1' 2' 4'

F R

O S

T P

R O

T E

C T

COORDINATE HEIGHT

ABOVE GRADE WITH

DELEGATED DESIGN

NKB

N. .______________________________________________________

ARCHITECTURE & ENGINEERING, PC..

K BHANDARI

SHEET SIZE: 24" x 36"

DESIGN FIRM:

R A

O V A L

NYS Education Law, Section 7209 Prohibits any person to alter these drawings other than a licensed architect or the design engineer. Information on these drawings remains the property of the licensed professionals who prepared them and may only be used on the project identified below.

DRAWING NO: SHEET: FACILITY NAME:

SHEET TITLE:

PROJECT TITLE:

Rev. Date Description Drawn Approved

DATE:

STOCKBRIDGE

PROJECT MANAGER:

PROJECT NO:

DRAFTER:

Rome Research Site

Air Force Research Laboratory

Information Directorate Rome, New York

RIO:

RIOCC:

RIOS:

66abw/def:

RIOC:

RIOCO:

RIOF:

USER:

RIOCC:

RIOCV:

DET 4/SE:

USER:DATE

DATE

DESIGNER:

CONSULTANT:

10/21/2021 10:17:15 AM

12 17S-500-S 10/29/2021

DETAILS

INSTALL HF ANTENNAS,

TEST SITES

RTVW180301AE

CAN

DBH

1/2" = 1'-0"S-500-S

4 FOUNDATION D

1/2" = 1'-0"S-500-S

5 FOUNDATION E

1/2" = 1'-0"S-500-S

1 FOUNDATION A

1/2" = 1'-0"S-500-S

2 FOUNDATION B

1/2" = 1'-0"S-500-S

3 FOUNDATION C

NO SCALE

SYMBOLS

1. ALL ELECTRICAL WORK SHALL CONFORM TO ALL STATE, LOCAL, AND NATIONAL

ELECTRICAL CODES.

2. ELECTRICAL CHARACTERISTICS SHALL BE VERIFIED WITH EQUIPMENT MANUFACTURER.

3. ITEMS OF SPECIFIC MANUFACTURERS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH

MANUFACTURER'S PRINTED INSTRUCTIONS AND/OR MANUFACTURER'S

REPRESENTATIVE'S DIRECTIONS.

4. THE CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS AND DIMENSIONS SHOWN ON

DRAWINGS.

5. ALL CONDUIT AND WIRING SCHEDULES SHALL BE VERIFIED BEFORE INSTALLATION.

6. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL

EQUIPMENT WITH OTHER CONTRACTORS.

7. ALL AREAS DISTURBED BY WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR

BETTER THAN ORIGINAL AS DETERMINED BY THE ENGINEER.

8. ALL ELECTRICAL CONDUIT AND CONDUCTORS DISCONNECTED AND NOT TO BE REUSED

SHALL BE REMOVED.

9. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS BEFORE STARTING WORK.

IF ONLY A PORTION OF AN EXISTING CIRCUIT IS BEING REMOVED FOR DEMOLITION,

CONTINUITY SHALL BE MAINTAINED TO THE REST OF THE REMAINING CIRCUIT.

10. ALL BRANCH CIRCUIT CONDUCTORS SHALL BE #12AWG UNLESS OTHERWISE SHOWN.

11. ALL BRANCH CIRCUITS SHALL CONSIST OF 2 CONDUCTORS PLUS GROUND, UNLESS

OTHERWISE SHOWN. NO SHARED NEUTRALS.

AC ABOVE COUNTER

ACCU AIR COOLED CONDENSING UNIT

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AU AT UNIT

BFG BELOW FINISHED GRADE

CDP CLOCK DISTRIBUTION PANEL

CH CHILLER

CL CEILING MOUNTED

CT CURRENT TRANSFORMER

CTB CLOCK TERMINAL BOX

DP DISTRIBUTION PANEL

DPM DISTRIBUTION PANEL MAIN

EF EXHAUST FAN

EMT ELECTRIC METALLIC TUBING

EP EXPLOSION PROOF

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FC FAN COIL

FD/SD FIRE DAMPER/SMOKE DAMPER

GF GROUND FAULT INTERRUPTER TYPE

GND GROUND

JB JUNCTION BOX

KA KILO AMP

KV KILO VOLT

KVA KILO VOLT AMP

KWHD KILOW WATT-HOUR DEMAND METER

LP LIGHTING PANEL

NC NORMALLY CLOSED

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NO NORMALLY OPEN

PB PULL BOX

PF POWER FEEDER

PT POTENTIAL TRANSFORMER

PUV PANEL-UNIT VENTILATOR

REM REMARKS

RGS RIGID GALVANIZED STEEL CONDUIT

UV UNIT VENTILATOR

VFD VARIABLE FREQUENCY DRIVE

WP WATER PROOF

TYP TYPICAL

TGB TELECOMMUNICATIONS GROUND BAR

W WALL MOUNT 48" AFF, UNLESS OTHERWISE NOTED

NO SCALE

ABBREVIATIONS

NO SCALE

GENERAL NOTES

E EXISTING DEVICE TO REMAIN

ACL ABOVE CEILING

CO CARBON MONOXIDE BASE

SB SOUNDER BASE

GB GROUND BAR

CLL CONTRACT LIMIT LINE

SHEET SIZE: 24" x 36"

DRAWING NO: SHEET: FACILITY NO:

SHEET TITLE:

PROJECT TITLE:

Rev. Date Description Drawn Approved

DATE:

PROJECT MANAGER:

PROJECT NO:

DRAFTER:

Rome Research Site

RIO:

RIOCC:

RIOS:

66abw/def:

RIOC:

RIOCO:

RIOF:

USER:

RIOCC:

RIOCV:

DET 4/SE:

USER:DATE

DATE

DESIGNER:

3/6/2017 2:10:28 PM

DESIGN FIRM

CONSULTANT:

NKBN. .

ARCHITECTURE&ENGINEERING,PC..

KBHANDARI

NYS Education Law, Section 7209 Prohibits any person to alter these drawings other than a licensed architect or the design engineer. Information on these drawings remains the property of the licensed professionals who prepared them and may only be used on the project identified below.

N.K. BHANDARI, Architecture & Engineering, P.C.

Air Force Research Laboratory Information Directorate

Rome, New York

RTVW180301AE

STOCKBRIDGE17 10/29/2021

INSTALL HF ANTENNAS,

TEST SITES

NOTES, SYMBOLS AND

ABBREVIATIONS

DJO, PE

E001-S 13

E001-S

HANDHOLE

MANHOLE

FUSED DISCONNECT SWITCH

XXX

PROPOSED UNDERGROUND ELECTRICAL DUCTBANKE

GFI

DUPLEX RECEPTACLE, GROUND FAULT INTERRUPTER TYPE, WITH WEATHERPROOF COVER,

MOUNT 42" AFF UNLESS OTHERWISE NOTED

GROUND FAULT CIRCUIT INTERRUPTER TYPE, MOUNT 48" AFF UNLESS OTHERWISE NOTED

SINGLE POLE TOGGLE SWITCH

JUNCTION BOX

DISCONNECT SWITCH

CIRCUIT BREAKER

GROUND (IN ONE-LINES)

CONNECTION POINT OR CABLE SPLICE

TRANSFORMER

ELECTRICAL MOTOR (SEE EQUIPMENT CONNECTION SCHEDULE)

DISCONNECT SWITCH

BRANCH CIRCUIT HOME RUN WITH SOURCE PANEL AND CIRCUIT NUMBER.

SEE PANEL SCHEDULES FOR DETAILS

SPECIAL RECEPTACLE

COPPER GROUND BUS, 1/4" X 2", MOUNT 42" AFF

PROPOSED UNDERGROUND TELECOMMUNICATIONS DUCTBANKT

SURFACE MOUNTED PANEL

TO BE REMOVED BY CONTRACTOR

EXISTING TO REMAIN

NEW WORK PROVIDED BY CONTRACTOR

NOT TO SCALE

ONE LINE DIAGRAM

HANDHOLE

MANHOLE

FUSED DISCONNECT SWITCH

XXX

PROPOSED UNDERGROUND ELECTRICAL DUCTBANKE

GFI

DUPLEX RECEPTACLE, GROUND FAULT INTERRUPTER TYPE, WITH WEATHERPROOF COVER,

MOUNT 42" AFF UNLESS OTHERWISE NOTED

GROUND FAULT CIRCUIT INTERRUPTER TYPE, MOUNT 48" AFF UNLESS OTHERWISE NOTED

SINGLE POLE TOGGLE SWITCH

JUNCTION BOX

DISCONNECT SWITCH

CIRCUIT BREAKER

GROUND (IN ONE-LINES)

CONNECTION POINT OR CABLE SPLICE

TRANSFORMER

ELECTRICAL MOTOR (SEE EQUIPMENT CONNECTION SCHEDULE)

DISCONNECT SWITCH

BRANCH CIRCUIT HOME RUN WITH SOURCE PANEL AND CIRCUIT NUMBER.

SEE PANEL SCHEDULES FOR DETAILS

SPECIAL RECEPTACLE

COPPER GROUND BUS, 1/4" X 2", MOUNT 42" AFF

PROPOSED UNDERGROUND TELECOMMUNICATIONS DUCTBANKT

SURFACE MOUNTED PANEL

TO BE REMOVED BY CONTRACTOR

EXISTING TO REMAIN

NEW WORK PROVIDED BY CONTRACTOR

NOT TO SCALE

ONE LINE DIAGRAM

E001-S

20A

EXISTING

MANHOLE

MH-1480

EXISTING LOAD

EXISTING

LOAD

EXISTING LOAD

NODE A

FOUR-WAY PAD

MOUNTED SWITCH

PRIMARY SWITCH

PS-1

PRIMARY TRANSFORMER,

PT-1480

75KVA, 4160V X 120/208V

PANEL LP-1

BUILDING

3-#2 (15 KV SHIELDED CABLE) IN

EXISTING 4" C. (CONCRETE ENCASED)

GRADE

PROVIDE PRIMARY

TRANSFORMER,

PT-ANTENNA

75KVA, 4160V X 120/208V

ANTENNA

PANEL

PROVIDE 3#2, 1#6G (15 KV SHIELDED

CABLE) IN 4" C. (CONCRETE ENCASED)

INTERCEPT EXISTING

FEEDER AND

RECONFIGURE TO

PROVIDE SEPARABLE

SPLICE IN EXISTING

MANHOLE FOR ALL

FEEDERS.

EXISTING OVERHEAD

4.16KV, 3Ø

UTILITY SERVICE

PROVIDE NEMA 4X, 120/208V, 3Φ, 30 SPACE PANELBOARD

PROVIDE 4#4/0 AWG, 1#4G IN

2 1/2" CONDUIT

NOT TO SCALE

PANEL SCHEDULES

E001-S

NOT TO SCALE

H-FRAME BACKBOARD DETAIL

E001-S

B-LINE SS4 4 HOLE TEE

PLATE OR APPROVED

EQUAL (TYP)

B-LINE B22 STAINLESS STEEL

OR APPROVED EQUAL

(TYP)

B-LINE SS4 4 HOLE TEE

PLATE OR APPROVED

EQUAL (TYP)

NEMA 4X RATED

NETWORK ENCLOSURE

GRADE

12" DIAMETER, 4'-0" DEEP

CONCRETE BASE

(TYP)

EXTEND STRUT TO 3'-6"

BELOW GRADE

(TYP)

GRADE

12" DIAMETER, 4'-0" DEEP

CONCRETE BASE

(TYP)

EXTEND STRUT TO 3'-6"

BELOW GRADE

(TYP)

B-LINE B22 STAINLESS STEEL

OR APPROVED EQUAL

(TYP)

NEMA 4X RATED

NETWORK ENCLOSURE

FRONT VIEW SIDE VIEW

4" CONDUITS (TYP)

CONDUITS SHALL BE AT LEAST

30" BELOW FINISHED GRADE (TYP)

CONDUITS (TYP)

ANTENNA PANEL

GFCI RECEPTACLE IN A

WEATHERPROOF ENCLOSURE

PROVIDE ELETRODE GROUND GRID

SEE SHEET E501-S FOR DETAILS

SITE PLAN

DJO, PE

E100-S 14

E100-S

GENERAL FLOOR PLAN NOTES

1. REFER TO ONE LINE DIAGRAM FOR MORE INFORMATION.

2. CONFIRM ALL BUILDING IDENTIFICATION NOMENCLATURE WITH GOVERNMENT.

1" = 30'-0"

SITE PLAN

SHEET SIZE: 24" x 36"

DRAWING NO: SHEET: FACILITY NO:

SHEET TITLE:

PROJECT TITLE:

Rev. Date Description Drawn Approved

DATE:

PROJECT MANAGER:

PROJECT NO:

DRAFTER:

Rome Research Site

RIO:

RIOCC:

RIOS:

66abw/def:

RIOC:

RIOCO:

RIOF:

USER:

RIOCC:

RIOCV:

DET 4/SE:

USER:DATE

DATE

DESIGNER:

3/6/2017 2:10:28 PM

DESIGN FIRM

CONSULTANT:

NKBN. .

engineer. Information on these drawings remains the property of the licensed professionals who prepared them and may only be used on the project identified below.

N.K. BHANDARI, Architecture & Engineering, P.C.

Air Force Research Laboratory Information Directorate

Rome, New York

RTVW180301AE

STOCKBRIDGE17 10/29/2021

INSTALL HF ANTENNAS,

TEST SITES

30' 60'

PROVIDE TRANSFORMER AND PAD.

PROVIDE PANELBOARD.

PROVIDE BOLLARD (TYPICAL OF 8).

KEYED NOTES

ANTENNA

PANEL

MH-1480

TAP FEEDER AND PROVIDE

SEPARABLE SPLICE IN MANHOLE.

REFER TO ONE-LINE DIAGRAM

EXISTING

EXISTING FEEDER

TO REMAIN

GRAVEL ROAD

PAVED DRIVE

GRAVEL DRIVE

PRIMARY…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 13, 2023.