Attachment 2 Drawing v2.pdf

CARRICO.STEPHEN.P.11046

09844

Digitally signed by CARRICO.STEPHEN.P.1104609844 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USAF, cn=CARRICO.STEPHEN.P.1104609844 Date: 2017.08.15 07:03:54 -05'00'

FERNANDEZ.MICHAE

L.J.1230018720

Digitally signed by FERNANDEZ.MICHAEL.J.1230018720 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USAF, cn=FERNANDEZ.MICHAEL.J.1230018720 Date: 2017.08.15 08:55:57 -05'00'

BENNETT.CRAIG

.R.1061792798

Digitally signed by

BENNETT.CRAIG.R.1061792798

DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USAF, cn=BENNETT.CRAIG.R.1061792798 Date: 2017.08.15 14:01:27 -05'00'

MILEY.JOHN.K.1

114537140

Digitally signed by MILEY.JOHN.K.1114537140 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USAF, cn=MILEY.JOHN.K.1114537140 Date: 2017.08.16 06:05:12 -05'00'

BROWN.RUSSEL

L.A.1230011881

Digitally signed by

BROWN.RUSSELL.A.1230011881

DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USAF, cn=BROWN.RUSSELL.A.1230011881 Date: 2017.09.11 08:51:39 -05'00'

BLALOCK.STE

PHEN.D.1103

123000

Digitally signed by

BLALOCK.STEPHEN.D.1103123000

DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USAF, cn=BLALOCK.STEPHEN.D.110312 Date: 2017.09.11 10:34:55 -05'00'

CRUZ.PABLO.J.

1182531045

Digitally signed by CRUZ.PABLO.J.1182531045 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USAF, cn=CRUZ.PABLO.J.1182531045 Date: 2017.09.11 13:42:31 -05'00'

SCHLUETER.MARK.A.1136656933

Digitally signed by SCHLUETER.MARK.A.1136656933 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USAF, cn=SCHLUETER.MARK.A.1136656933 Date: 2017.09.13 11:18:03 -05'00'

ROBEEN.DANIEL.B.1230040679

Digitally signed by ROBEEN.DANIEL.B.1230040679 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USAF, cn=ROBEEN.DANIEL.B.1230040679 Date: 2017.09.28 15:13:38 -05'00'

HOLLINGSWORTH.HERS

CHEL.HIII.III.1107502560

Digitally signed by HOLLINGSWORTH.HERSCHEL.HIII.III.1107502560 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USAF, cn=HOLLINGSWORTH.HERSCHEL.HIII.III.1107502560 Date: 2017.09.29 10:37:15 -05'00'

SPRAGUE.CHARL

ES.T.1012864112

Digitally signed by

SPRAGUE.CHARLES.T.1012864112

DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USAF, cn=SPRAGUE.CHARLES.T.1012864112 Date: 2017.11.02 10:47:23 -05'00'

BUILDING #1206

BLDG #1202

D P

R O

J E C

T

U p g r a d e

F i r e

S u p p r e s s i o n

B l d g

H

E R

D D

W G

F I R

E

F P d w g

P

M

AutoCAD SHX Text

PL

AutoCAD SHX Text

PL

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text

BFP

AutoCAD SHX Text 9.4'

AutoCAD SHX Text

SEWER MANHOLE

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

BGL

AutoCAD SHX Text

SEWER MANHOLE

AutoCAD SHX Text

AutoCAD SHX Text 8" P.V.C.

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

HW

AutoCAD SHX Text

HW

AutoCAD SHX Text

HW

AutoCAD SHX Text

CW

AutoCAD SHX Text

CW

AutoCAD SHX Text

UGW

AutoCAD SHX Text

UGW

AutoCAD SHX Text

UGW

AutoCAD SHX Text

UGW

AutoCAD SHX Text S

AutoCAD SHX Text

UKN

AutoCAD SHX Text

COLD WATER LINE

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

HOT WATER LINE

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

UGW

AutoCAD SHX Text

UGW

AutoCAD SHX Text S

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

WV

AutoCAD SHX Text

GV

AutoCAD SHX Text

UGW

AutoCAD SHX Text

UGW

AutoCAD SHX Text

UGW

AutoCAD SHX Text

UGC

AutoCAD SHX Text

UGC

AutoCAD SHX Text

UGC

AutoCAD SHX Text

UGC

AutoCAD SHX Text

UGC

AutoCAD SHX Text T

AutoCAD SHX Text

UGC

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

HYDRANT "B"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EX TREE

AutoCAD SHX Text

EX TREE

AutoCAD SHX Text

EX TREE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

EXISTING 2" DOMESTIC WATER RISER TO REMAIN.

AutoCAD SHX Text

EXISTING FIRE RISER TO BE REMOVED

AutoCAD SHX Text

96 CEG, OFFICE FORM 002, FY2013

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

APPR'D

AutoCAD SHX Text

BY

AutoCAD SHX Text

BASE CIVIL ENGINEER

AutoCAD SHX Text

EGLIN AIR FORCE BASE, FLORIDA

AutoCAD SHX Text

AS-BUILT

AutoCAD SHX Text

CENM

AutoCAD SHX Text

SIGNATURE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJ. ENGR.

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

INDEX NO.

AutoCAD SHX Text

SPEC. NO.

AutoCAD SHX Text

PROJ. NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

96 CEG/CEN

AutoCAD SHX Text

BASE CIVIL ENGINEER

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

CONTENTS

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

FTFA 15-1112

AutoCAD SHX Text

REPLACE FIRE ALARM AND FIRE SUPPRESSION BLDG 1206

AutoCAD SHX Text

10 JULY 2017

AutoCAD SHX Text

15AT

AutoCAD SHX Text

15AT

AutoCAD SHX Text

PETERSON ENGINEERING INC.

AutoCAD SHX Text

75 SOUTH "F" STREET

AutoCAD SHX Text

PENSACOLA, FLORIDA 32502

AutoCAD SHX Text

(850) 434-0513

AutoCAD SHX Text

(PROF. ENG. #: 3600)

AutoCAD SHX Text 06/23/2021

AutoCAD SHX Text

UNDERGROUND PIPING CHANGES

AutoCAD SHX Text

AutoCAD SHX Text No. 34088

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text Y

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text

FP-101

AutoCAD SHX Text

EK

AutoCAD SHX Text

GDP

AutoCAD SHX Text

FIRE PROTECTION SITE PLAN

AutoCAD SHX Text

DEMOLITION

AutoCAD SHX Text N

AutoCAD SHX Text

SCALE: 1" = 10'-0"

AutoCAD SHX Text

%%UFIRE PROTECTION SITE PLAN - DEMOLITION

AutoCAD SHX Text

SHEET NOTES

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text BACKFLOW PREVENTER COLD WATER HOT WATER UNKNOWN UNDERGROUND ELECTRIC BURIED GAS LINE UNDERGROUND WATER WATER VALVE SEWER CLEAN OUT SEWER MANHOLE UNDERGROUND COMMUNICATIONS LIMITS OF DEMOLITION DEMOLITION, ITEMS TO BE REMOVED GATE VALVE

AutoCAD SHX Text

BFP CW HW UKN UGE BGL UGW WV SCO UGC

AutoCAD SHX Text FLOW TEST WAS CONDUCTED AT HYDRANT "B" AND AT THE PRESSURE TAPS AT THE BACKFLOW PREVENTER. SEE RESULTS BELOW. EXISTING BFP SHALL REMAIN AND BE REUSED. ANY UNDERGROUND WORK IN THIS AREA SHALL BE HAND DUG. EXTREME MEASURES SHALL BE TAKEN TO ENSURE SEWER LINE IS NOT DISTURBED OR DAMAGED. DEMOLITION SHALL BE COORDINATED WITH NEW WORK. SEE SHEET FP-104. NOT USED. EXISTING LIGHTING PROTECTION UTILITY POLE. PROTECT POLE AND FOUNDATION FROM DAMAGE. MEASURES SHALL BE TAKEN TO ENSURE NO INTERRUPTION TO COMMUNICATION RELATED SERVICES AND POWER EQUIPMENT THAT SUPPORT COMMUNICATION EQUIPMENT. ASPHALT SHALL BE SAW CUT AND PATCHED BACK TO MATCH EXISTING. SEE DETAIL ON SHEET FP-501. DEMOLISH CONNECTION TO EXISTING FIRE RISER. PIPE SHALL BE CUT FLUSH WITH FLOOR INSIDE OF BUILDING. PIPING UNDER THE BUILDING FOUNDATION SHALL BE ABANDONED IN PLACE. ABANDONED SECTION OF PIPE SHALL BE FILLED WITH CONCRETE TO MATCH FLOOR. PORTION OF PIPE FROM SLAB EDGE TO POINT INDICATED SHALL BE REMOVED.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

FLOW TEST

AutoCAD SHX Text DATE: 3 DEC 2015 3 DEC 2015 TIME: 9:30 AM 9:30 AM STATIC PRESSURE: 34 PSI (AT BFP) 34 PSI (AT BFP) RESIDUAL PRESSURE: 32 PSI (AT BFP) 32 PSI (AT BFP) FLOW: 1420 GPM (AT HYDRANT "B")1420 GPM (AT HYDRANT "B")

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHEET 3 OF 23

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BUILDING #1206

BLDG #1202

D P

R O

J E C

T

U p g r a d e

F i r e

S u p p r e s s i o n

B l d g

H

E R

D D

W G

F I R

E

F P d w g

P

M

AutoCAD SHX Text

PL

AutoCAD SHX Text

PL

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text

SEWER MANHOLE

AutoCAD SHX Text S

AutoCAD SHX Text

BGL

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

HW

AutoCAD SHX Text

HW

AutoCAD SHX Text

HW

AutoCAD SHX Text

CW

AutoCAD SHX Text

CW

AutoCAD SHX Text

UGFW

AutoCAD SHX Text

UGW

AutoCAD SHX Text

UGW

AutoCAD SHX Text S

AutoCAD SHX Text

UKN

AutoCAD SHX Text

COLD WATER LINE

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

HOT WATER LINE

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

UGW

AutoCAD SHX Text

UGW

AutoCAD SHX Text S

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

WV

AutoCAD SHX Text

GV

AutoCAD SHX Text

UGW

AutoCAD SHX Text

UGW

AutoCAD SHX Text

UGW

AutoCAD SHX Text

UGC

AutoCAD SHX Text

UGC

AutoCAD SHX Text

UGC

AutoCAD SHX Text

UGC

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGC

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

HYDRANT "B"

AutoCAD SHX Text

FIRE PUMP HOUSE

AutoCAD SHX Text

PRE-PAC

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

SEWER

AutoCAD SHX Text

PIV

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EXISTING SUPPLY TO REMAIN

AutoCAD SHX Text 6" C900

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

BFP

AutoCAD SHX Text

EX TREE

AutoCAD SHX Text

EX TREE

AutoCAD SHX Text

EX TREE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BFP

AutoCAD SHX Text

UGW

AutoCAD SHX Text

UGW

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NEW 6" C900 FIRE WATER

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 6" C900

AutoCAD SHX Text

AutoCAD SHX Text 6" C900

AutoCAD SHX Text

AutoCAD SHX Text NOTE: ALL WATER AND SEWER WORK SHALL BE COORDINATED WITH THE BASE UTILITY CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.

AutoCAD SHX Text

96 CEG, OFFICE FORM 002, FY2013

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

APPR'D

AutoCAD SHX Text

BY

AutoCAD SHX Text

BASE CIVIL ENGINEER

AutoCAD SHX Text

EGLIN AIR FORCE BASE, FLORIDA

AutoCAD SHX Text

AS-BUILT

AutoCAD SHX Text

CENM

AutoCAD SHX Text

SIGNATURE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJ. ENGR.

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

INDEX NO.

AutoCAD SHX Text

SPEC. NO.

AutoCAD SHX Text

PROJ. NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

96 CEG/CEN

AutoCAD SHX Text

BASE CIVIL ENGINEER

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

CONTENTS

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

FTFA 15-1112

AutoCAD SHX Text

REPLACE FIRE ALARM AND FIRE SUPPRESSION BLDG 1206

AutoCAD SHX Text

10 JULY 2017

AutoCAD SHX Text

15AT

AutoCAD SHX Text

15AT

AutoCAD SHX Text

PETERSON ENGINEERING INC.

AutoCAD SHX Text

75 SOUTH "F" STREET

AutoCAD SHX Text

PENSACOLA, FLORIDA 32502

AutoCAD SHX Text

(850) 434-0513

AutoCAD SHX Text

(PROF. ENG. #: 3600)

AutoCAD SHX Text 06/23/2021

AutoCAD SHX Text

UNDERGROUND PIPING CHANGES

AutoCAD SHX Text

AutoCAD SHX Text No. 34088

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text Y

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text

FP-104

AutoCAD SHX Text

EK

AutoCAD SHX Text

GDP

AutoCAD SHX Text

FIRE PROTECTION SITE PLAN

AutoCAD SHX Text

NEW WORK

AutoCAD SHX Text N

AutoCAD SHX Text

SCALE: 1" = 10'-0"

AutoCAD SHX Text

%%UFIRE PROTECTION SITE PLAN - NEW WORK

AutoCAD SHX Text

SHEET NOTES

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text BACKFLOW PREVENTER COLD WATER WATER SUPPLY SHUTOFF VALVE HOT WATER UNKNOWN UNDERGROUND WATER UNDERGROUND ELECTRIC BURIED GAS LINE UNDERGROUND FIRE WATER UNDERGROUND DOMESTIC WATER FIRE HYDRANT SEWER CLEAN OUT SEWER MANHOLE UNDERGROUND COMMUNICATIONS PACKAGED TERMINAL AIR CONDITIONER CONNECTION, NEW TO EXISTING POST INDICATOR VALVE

AutoCAD SHX Text

BFP CW WV HW UKN UGW UGE BGL UGFW UGDW FH SCO UGC PTAC

AutoCAD SHX Text DEMOLITION AND NEW WORK SHALL BE COORDINATED TO ENSURE DOMESTIC WATER SUPPLY IS NOT OUT OF SERVICE FOR MORE THAN 24 HOURS. THE OUT OF SERVICE TIME SHALL BE ON A WEEKEND OR HOLIDAY. OUT OF SERVICE TIME SHALL BE APPROVED BY THE AUTHORITY HAVING JURISDICTION. COORDINATE WITH SHEET FP-101. CAP AND SEAL EXISTING FIRE WATER SUPPLY AT THIS LOCATION. DEMOLITION OF EXISTING FIRE WATER SUPPLY SHALL TAKE PLACE AFTER NEW SUPPLY HAS BEEN INSTALLED, TESTED, AND APPROVED. ON THE SCHEDULED OUT OF SERVICE DATE, THE MAIN WATER SUPPLY SHALL BE SHUT OF TO ALLOW THE NEW PIPING TO BE CONNECTED TO THE MAIN. NEW PAD MOUNTED TRANSFORMER TO BE INSTALLED IN THIS AREA BY ELECTRICAL. COORDINATE WITH ELECTRICAL. NEW FIRE HYDRANT SHALL BE INSTALLED IN ACCORDANCE WITH UFC 3-600-01 (2006; WITH CHANGE 3, 1 MARCH 2013), AND SHALL BE PAINTED IN ACCORDANCE WITH NFPA 291 AND ANSI Z535.1. USE HIGH-GLOSS, WEATHER-RESISTANT, ENAMEL OSHA COLORS TO PAINT HYDRANTS. OSHA COLORS TO PAINT HYDRANTS. HYDRANT SHALL BE INSTALLED BEFORE NEW PIPING IS CONNECTED TO THE WATER MAIN. SEE SHEET FP-501 FOR DETAIL. EXISTING UTILITY POLE. PROTECT POLE AND FOUNDATION FROM DAMAGE. PROVIDE AND INSTALL NEW PIV. DO NOT INSTALL ELECTRONIC TAMPER SWITCH. PIV TO BE EQUIPPED WITH A KEY BREAKAWAY LOCK PROVIDED BY EGLIN. NOT USED. ROUTE PIPE TO NEW FIRE RISER THROUGH EXISTING FLOOR PENETRATION ON THE EAST SIDE OF THE MECHANICAL ROOM DOOR. THRUST BLOCKS SHALL BE INSTALLED AT ALL BELOW GROUND PIPE BENDS. SEE SHEET FP-502 FOR DETAILS. ALL ASPHALT SHALL BE SAW CUT AND PATCHED BACK AFTER EXISTING PIPE HAS BEEN REMOVED AND AFTER NEW PIPE HAS BEEN INSTALLED. SEE SHEET FP-501 FOR DETAILS. DIG PERMIT MUST BE OBTAINED BEFORE STARTING UNDERGROUND WORK. PROVIDE AND INSTALL NEW FIRE WATER BACKFLOW PREVENTER WITH INSULATED ENCLOSURE. SEE DETAIL ON SHEET FP-501. INSTALL NEW PRE-PACKAGED FIRE PUMP HOUSE. HOUSE TO INCLUDE TWO ELECTRIC MOTOR DRIVEN FIRE PUMPS AND CONTROLLERS. PRE-PACKAGED HOUSE TO BE PROVIDED WITH A POURED CONCRETE FLOOR SUCH THAT THE ENTIRE AREA BETWEEN THE BEAMS IS FILLED WITH CONCRETE. FIRE PUMP AND PUMP HOUSE SHALL MEET ALL UFC 3-600-01 (2006; WITH CHANGE 3, 1 MARCH 2013), AND NFPA 20 REQUIREMENTS ACCEPT AS MODIFIED IN THE SPECIFICATIONS. SEE SHEETS FP-503, S-001, AND S-101 FOR DETAILS. MEASURES SHALL BE TAKEN TO ENSURE ALL UNDERGROUND UTILITIES THAT ARE NOT TO BE REMOVED AND COMMUNICATIONS ARE PROTECTED DURING EXTENT OF WORK.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHEET 6 OF 23

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ELECTRICAL SITE PLAN

SCALE: 1" = 20'-0"

N

E U

P

EOP

EOP

EOP

EOP

EOP

S

T

T

EXTERIOR ELECTRICAL LEGEND:

T

EOP

EUP

NUP

S

EXISTING PRIMARY POLE - TO REMAIN.

EXISTING PAD MOUNTED TRANSFORMER - TO REMAIN.

NEW PAD MOUNTED TRANSFORMER - SEE DETAILS, SHEET E-5.

EXISTING OVERHEAD PRIMARY - TO REMAIN.

EXISTING UNDERGROUND PRIMARY - TO REMAIN.

NEW UNDERGROUND PRIMARY DUCTBANK - (4) 4" PVC, SCH. 40 CONDUITS.

NEW UNDERGROUND SECONDARY - SEE "SINGLE LINE DIAGRAM," SHEET E-3.

NEW FIRE PUMP HOUSE

EOP

N

U

P

NEW 45 FOOT, CLASS 3 CONCRETE PRIMARY POLE - SEE DETAILS, SHEET E-4.

S S

PRIMARY DISTRIBUTION REQUIREMENTS

INSTALLATION OF PRIMARY DISTRIBUTION SHALL COMPLY WITH CHELCO REQUIREMENTS AND SPECIFICATIONS.

WHERE CONFLICTS EXIST BETWEEN DRAWINGS AND CHELCO REQUIREMENTS, CHELCO REQUIREMENTS SHALL

GOVERN. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH CHELCO FOR EXACT REQUIREMENTS TO INCLUDE BUT

NOT LIMITED TO CONDUCTOR TYPES, BURIAL DEPTHS, DUCT BANK CONFIGURATION, TRANSFORMER INSTALLATION

REQUIREMENTS, POLE INSTALLATION AND HARDWARE. THIS NOTE IS APPLICABLE TO ALL DRAWING SHEETS ON THIS

PROJECT.

MEDIUM VOLTAGE WORK

ALL EXTERIOR MEDIUM VOLTAGE WORK, INCLUDING TRANSFORMER INSTALLATION,

SHALL BE PERFORMED BY CHELCO. GENERAL CONTRACTOR SHALL INCLUDE ALL

COSTS ASSOCIATED WITH MEDIUM VOLTAGE WORK IN THEIR BID. COORDINATE

WITH CHELCO FOR ALL COST AND REQUIREMENTS PRIOR TO SUBMITTING BID.

CUT AND PATCH EXISTING ASPHALT DRIVEWAY. PATCH WITH 6"

MINIMUM THICKNESS OF 3500 PSI CONCRETE. TOP OF CONCRETE

SHALL BE FLUSH WITH TOP OF EXISTING ASPHALT SURFACE.

PENSACOLA, FLORIDA 32502

75 SOUTH "F" STREET

PETERSON ENGINEERING INC.

(850) 434-0513

BAY 1 BAY 2 BAY 3 BAY 4 BAY 5 BAY 6 BAY 7

BAY 8

EXISTING PANEL

ELECTRICAL PLAN - BUILDING 1206

SCALE: 1/8" = 1'-0"

ELECTRICAL LEGEND:

J

FIRE ALARM SYSTEM - CONDUIT & WIRING.

FIRE ALARM SYSTEM - EXISTING CONTROL PANEL - TO REMAIN.

PER N.E.C. OR AS SHOWN. ( INDICATES W/ FULL SIZE GROUND CONDUCTOR.)

NOTE: CIRCUIT SHOWN 2 # 12 - 1/2" C. TO 20/1 BKR. (TYP.); 3 # 12 - 1/2" C.; 4 # 12 - 1/2" C.; ETC.;

BRANCH CIRCUIT - EXPOSED.

JUNCTION BOX - SIZE AS REQUIRED.

HOMERUN TO PANEL:

EXISTING PANELBOARD - TO REMAIN.

FACP

FACP

F

FIRE ALARM SYSTEM - ANTENNA - SEE RISER DIAGRAM.

FIRE ALARM SYSTEM - LIGHTNING ARRESTER - SEE RISER DIAGRAM.

FIRE ALARM SYSTEM - RADIO TRANSCEIVER - SEE RISER DIAGRAM.

FIRE ALARM SYSTEM - CONTROL PANEL - SEE RISER DIAGRAM.

FIRE ALARM SYSTEM - HORN/STROBE COMBINATION - MTD. 80" A.F.F. TO BOTTOM OF BOX.

FIRE ALARM SYSTEM - HEAT DETECTOR - 135° F. FIXED TEMP. - CEILING MTD.

FIRE ALARM SYSTEM - MANUAL PULL STATION - MTD. 48" A.F.F. TO TOP OF BOX.

FACP

LA

TR

H

F

F

F

S

T

S

FIRE ALARM SYSTEM - SPRINKLER SYSTEM FLOW SWITCH CONNECTION.

FIRE ALARM SYSTEM - SPRINKLER SYSTEM TAMPER SWITCH CONNECTION.

PANELBOARD - FURNISHED BY FIRE PUMP HOUSE MANUFACTURER.

F

HOMERUN TO NEW 20 A., 1 P. BREAKER IN EXISTING

PANEL. INSTALL BREAKER IN EXISTING SPACE.

EXISTING PANEL IS A SQUARE D, TYPE NQOD.

HOMERUN TO EXISTING ZONE CARD IN EXISTING FIRE

ALARM CONTROL PANEL. EXISTING FIRE ALARM

CONTROL PANEL IS A NOTIFIER, TYPE SFP-10UD.

ROUTE NEW CONDUITS EXPOSED ON WALL ABOVE NEW DELUGE CONTROLLER.

CONNECT FIRE ALARM CONDUIT & WIRING TO

DELUGE CONTROLLER. ACTIVATION OF THE

DELUGE SUPPRESSION SYSTEM SHALL INITIATE

AN ALARM CONDITION IN THE EXISTING FIRE

ALARM CONTROL PANEL.

HIGH SPEED DELUGE CONTROLLER

120 V., 1Ø

J

J

FIRE ALARM SYSTEM - SMOKE DETECTOR - PHOTO-ELECTRIC TYPE - CEILING MTD.

F

FIRE ALARM SYSTEM - EXTERIOR HORN - WEATHERPROOF - MTD. 80" A.F.F. TO BOTTOM OF BOX.

PENSACOLA, FLORIDA 32502

75 SOUTH "F" STREET

ELECTRICAL PLAN - FIRE PUMP HOUSE

SCALE: 1/4" = 1'-0"

FF

SINGLE LINE DIAGRAM - PUMP HOUSE

4" SPARE CONDUIT

NUP

DETAILS, SHEET E-5.

SEE PAD MOUNT TRANSFORMER

NO SCALE

S

PAD MOUNT TRANSFORMER -

M

T

150 KVA, 3Ø, 12.47 KV PRIMARY

TO 480Y/277 V. SECONDARY -

3.75% Z MIN.

S

S

P

H A

S E

D

R Y

T

Y P

E

T

R A

N S

F O

R M

V

P

R I M

A R

Y

T

O

Y

V

S

E C

O N

D A

Y

F U

R N

I S

H E

D

W

I T

H

P

R E

P

A C

K A

G E

D

P

U M

P

H

O U

S E

P

V C

S

C H

M A

I N

P

A N

L

U R

N I S

H E

D

W

I T

H

P R

E P

A C

K A

G E

D

P

U M

P

H

O U

S E

P R

E P

A C

K A

G E

D

P

U M

P

H

O U

S E

S U

B P

A N

R

N I S

H E

D

W

I T

H

PUMP HOUSE NOTE:

PAD MOUNT TRANSFORMER CALCULATION:

FIRE PUMP # 1 (40 HP, 480 V., 3Ø) = 43,212 W. X 125% = 54,015 W.

0 W.FIRE PUMP # 2 (40 HP, 480 V., 3Ø) (REDUNDANT FIRE PUMP)

2,700 W.JOCKEY PUMP (1 1/2 HP, 480 V., 3Ø) = 2160 W. X 125% =

500 W.LIGHTING =

15,000 W.DRY-TYPE TRANSFORMER =

72,215 W.

TOTAL LOAD ON PAD MOUNT TRANSFORMER =

3-200:5 C.T.'S SHALL BE

MOUNTED UPRIGHT

SO THAT NAMEPLATE

IS VISIBLE.

LA

TR

FACP

FIRE ALARM RISER DIAGRAM - FIRE PUMP HOUSE

LOW LOSS RG-8 COAX CABLE IN 1"C.

NOT TO SCALE

60"

MAX.

BATTERIES

FACP

F

SS

MAIN SERVICE GROUND

BOND #4 - 1/2" PVC, SCH. 80 TO

COPPERCLAD GROUND ROD.

#4 - 1/2" PVC, SCH. 80 TO 3/4" X 60'-0"

NEMA 3R ENCLOSURE

LIGHTNING ARRESTER W/

WEATHERHEAD

ANTENNA & MAST

WORK NOTES:

F

F

(TYP.)

F F

F

70"

MAX.

20 # 14 - 2" C.

LP:1

(TYP.)

TRANSCEIVER ZONES:

ZONE 1 PULL STATION (ALARM INITIATING CIRCUIT)

ZONE 2 SMOKE DETECTOR (ALARM INITIATING CIRCUIT)

ZONE 3 SPRINKLER SYSTEM TAMPER SWITCHES (SUPERVISORY SIGNAL)

ZONE 4 SPRINKLER SYSTEM FLOW SWITCH (ALARM INITIATING CIRCUIT)

ZONE 5 FIRE PUMP CONTROLLER # 1 - PUMP RUNNING (ALARM INITIATING CIRCUIT)

ZONE 6 FIRE PUMP CONTROLLER # 1 - PUMP LOSS OF POWER (SUPERVISORY SIGNAL)

ZONE 7 FIRE PUMP CONTROLLER # 1 - PUMP PHASE REVERSAL (SUPERVISORY SIGNAL)

ZONE 8 FIRE PUMP CONTROLLER # 2 - PUMP RUNNING (ALARM INITIATING CIRCUIT)

MM

F

FIRE PUMP

RUNNING

M

FIRE PUMP

LOSS OF

POWER

FF

FIRE PUMP CONTROLLER # 1

WIRING &

CONDUIT AS

REQD. BY

SYSTEM

INTELLIGENT ADDRESSABLE FIRE

ALARM CONTROL PANEL

ZONE 10 FIRE PUMP CONTROLLER # 2 - PUMP PHASE REVERSAL (SUPERVISORY SIGNAL)

ZONE 11 FIRE ALARM SYSTEM TROUBLE (TROUBLE SIGNAL)

ZONE 12-16 SPARE

SS

LP:2

ZONE 9 FIRE PUMP CONTROLLER # 2 - PUMP LOSS OF POWER (SUPERVISORY SIGNAL)

FIRE PUMP

PHASE

REVERSAL

M M M

F

MM

F

FIRE PUMP

RUNNING

M

FIRE PUMP

LOSS OF

POWER

F

FIRE PUMP CONTROLLER # 2

FIRE PUMP

PHASE

REVERSAL

F

H

T

S

T

S

T

S

F

MAIN PANEL "MP" (480Y/277 V., 3Ø) FURNISHED W/

PACKAGED FIRE PUMP HOUSE. SEE "SINGLE LINE

DIAGRAM," THIS SHEET FOR SECONDARY SERVICE.

DRY-TYPE TRANSFORMER (480Y/277 V., 3Ø PRIMARY TO

208Y/120 V., 3Ø SECONDARY) FURNISHED W/ PACKAGED

FIRE PUMP HOUSE.

LIGHTING PANEL "LP" (208Y/120 V., 3Ø)

FURNISHED W/ PACKAGED FIRE PUMP HOUSE.

FIRE PUMP CONTROLLER # 2 FURNISHED

W/ PACKAGED FIRE PUMP HOUSE. SEE

"SINGLE LINE DIAGRAM," THIS SHEET FOR

SECONDARY SERVICE.

FIRE PUMP CONTROLLER # 1 FURNISHED

W/ PACKAGED FIRE PUMP HOUSE. SEE

"SINGLE LINE DIAGRAM," THIS SHEET

FOR SECONDARY SERVICE.

PUMP HOUSE IS A PACKAGED UNIT THAT WILL BE DELIVERED TO SITE & ANCHORED IN

PLACE. ALL LIGHTING, RECEPTACLES, PANELBOARDS, BRANCH CIRCUITRY, ETC., WILL

BE INSTALLED BY PUMP HOUSE VENDOR BEFORE PUMP HOUSE IS DELIVERED TO THE

JOB SITE. THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY IS TO CONNECT THE

SECONDARIES TO THE MAIN PANEL AND THE FIRE PUMP CONTROLLERS, AS SHOWN ON

"SINGLE LINE DIAGRAM - PUMP HOUSE," THIS SHEET. ADDITIONALLY, THE ELECTRICAL

CONTRACTOR SHALL BE RESPONSIBLE FOR THE FIRE ALARM SYSTEM EQUIPMENT,

COMPONENTS AND FIRE ALARM CIRCUITRY IN THE PUMP HOUSE. ALL CONDUIT INSIDE

THE PUMP HOUSE SHALL BE RIGID GALVANIZED STEEL CONDUIT. PANEL "LP" SHALL

HAVE TWO 20 A., 1 P. BREAKERS FOR THE FIRE ALARM EQUIPMENT POWER

CONNECTIONS.

PROVIDE IN-LINE SERIES SURGE

SUPPRESSOR FOR 120 V. POWER

CONNECTION. MOUNT SUPPRESSOR

AS CLOSE TO PANEL AS POSSIBLE.

MONACO BT-X TRANSCEIVER W/

141.3625 MHZ FREQUENCY

PROVIDE IN-LINE SERIES SURGE

SUPPRESSOR FOR 120 V. POWER

CONNECTION. MOUNT SUPPRESSOR

AS CLOSE TO PANEL AS POSSIBLE.

2 # 14 AWG THHN FOR FIRE ALARM NOTIFICATION APPLIANCE CIRCUIT.

2 # 16 AWG STRANDED, TWISTED PAIR FOR FIRE ALARM SIGNALLING

LINE CIRCUIT.

EXTERIOR WALL

MAIN

PANEL

SUB-

PANEL

KWH DEMAND METER -

SEE NOTE, THIS SHEET.

KWH DEMAND METER NOTE:

PROVIDE A COMBINATION KW-HR AND KW DEMAND METER. METER SHALL

INCLUDE WIRELESS TRANSCEIVER HARDWARE. THE METER & WIRELESS

TRANSCEIVER HARDWARE SHALL BE COMPATIBLE WITH FLEXNET SYSTEM

CURRENTLY BEING UTILIZED BY EGLIN A.F.B. REGARDING SPECIFICS OF

METER AND WIRELESS TRANSCEIVER HARDWARE TO BE UTILIZED, INCLUDING

FREQUENCY REQUIREMENTS, CONTACT ALAN MARDIS W/ MAINTENANCE

ENGINEERING, EGLIN AFB, AT THE FOLLOWING TELEPHONE NUMBERS:

(850) 883-4810 OR (850) 978-2689.

CONDUIT RISERS

CONDUIT CABLE SEAL & SUPPORT FITTINGS

3 - 15 KV CABLE TERMINATORS

NEW IN-LINE POLE

3 - 100A., 15 KV, FUSED CUT-OUTS W/

45 A. TYPE "K" FUSES

LIGHTNING ARRESTERS

EOP

15 A. EXPULSION FUSES IN SERIES

WITH 40 A. CURRENT LIMITING FUSES.

M M

J O

C K

Y

M

P

H

Ø

M

F I R

E

P

U M

Ø

F I R

E

P

U M

Ø

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

MMMMM

MM MMM MMM M

HH

PACKAGED HEAT PUMP

(FURNISHED W/ PUMP HOUSE)

JOCKEY PUMP CONTROLLER

F

H

F

F

F F

M

T

S

F

M

T

S

F

M

T

S

F

M

T

S

F

M

T

S

F F F

F

F

WP

F

F

WP

F

S

F

S

MM

M

F

S

F

M

F

S

F

F I R

E

P

U M

P

C

O N

T R

O L

L E

A

B

U

L

L

I S

T E

D

F O

R

S

E R

V I C

E

E

N T

R A

N C

E

S

T A

R T

E R

S

S

H A

B

A

C R

O S

S

T

I N

E

T

Y P

E

3 # 1 (15 KV) TYPE "EPR" W/ 133% INSULATION &

1/3 CONCENTRIC NEUTRAL - EACH CONDUCTOR

SHALL BE INSTALLED IN A SEPARATE 4" CONDUIT.

3 # 4 IN 1 1/4" PVC, SCH. 80 CONDUIT

3 # 4 IN 1 1/4" PVC, SCH. 80 CONDUIT

PENSACOLA, FLORIDA 32502

75 SOUTH "F" STREET

NOT TO SCALE

POLE DETAILS

PENSACOLA, FLORIDA 32502

75 SOUTH "F" STREET

NOT TO SCALE

PAD MOUNT TRANSFORMER DETAILS

PENSACOLA, FLORIDA 32502

75 SOUTH "F" STREET

CHELCO SPECIFICATIONS FOR CONSTRUCTION

1. GENERAL

THESE SPECIFICATIONS PROVIDE FOR THE CONSTRUCTION OF UNDERGROUND DISTRIBUTION

POWER FACILITIES, AS SPECIFIED BY THE GOVERNMENT. ALL CONSTRUCTION WORK SHALL BE

DONE IN A THOROUGH AND WORKMANLIKE MANNER IN ACCORDANCE WITH THE STAKING

SHEETS, PLANS AND SPECIFICATIONS. IF CONSTRUCTION WORK IS PERFORMED BY THE

GOVERNMENT’S CREWS INSTEAD OF A CONTRACTOR, ANY REFERENCE TO “CONTRACTOR” IN

THE NARRATIVE PORTIONS OR DRAWINGS OF THIS BULLETIN SHALL APPLY TO THE

GOVERNMENT’S CREWS. THE EDITION OF THE NESC (ANSI C2) WHICH IS IN EFFECT IN

ACCORDANCE WITH THE “EFFECTIVE DATE” RULE OF ANSI C2 SHALL BE FOLLOWED, EXCEPT

WHERE LOCAL, STATE, FEDERAL, CHELCO OR OTHER REGULATIONS ARE MORE STRINGENT, IN

WHICH CASE THOSE REGULATIONS SHALL GOVERN.

2. STORAGE OF MATERIAL AND EQUIPMENT

ALL MATERIAL AND EQUIPMENT TO BE USED IN CONSTRUCTION SHALL BE STORED SO AS TO BE

PROTECTED FROM DETERIORATING EFFECTS OF THE ELEMENTS. IF OUTDOOR STORAGE

CANNOT BE AVOIDED, THE MATERIAL AND EQUIPMENT SHALL BE STACKED ON SUPPORTS WELL

ABOVE THE GROUND LINE AND PROTECTED FROM THE ELEMENTS AS APPROPRIATE, AND WITH

DUE REGARD TO PUBLIC SAFETY.

3. HANDLING OF CABLE

CABLE SHALL BE HANDLED CAREFULLY AT ALL TIMES TO AVOID DAMAGE, AND SHALL NOT BE

DRAGGED ACROSS THE GROUND, FENCES OR SHARP PROJECTIONS. CARE SHALL BE

EXERCISED TO AVOID EXCESSIVE BENDING OF THE CABLE. THE ENDS OF THE CABLE SHALL BE

SEALED WITH SUITABLE END CAPS AT ALL TIMES TO PREVENT THE INTRUSION OF MOISTURE.

WHERE IT IS NECESSARY TO CUT THE CABLE, THE ENDS SHALL BE TERMINATED OR SEALED

IMMEDIATELY AFTER THE CUTTING OPERATION.

4. TRENCHING

ALL TRENCHING DEPTHS SPECIFIED ARE MINIMUM AS MEASURED FROM THE FINAL GRADE TO

THE TOP SURFACE OF THE CABLE. THE ROUTING SHALL BE A SHOWN ON THE STAKING SHEETS

AND PLANS AND SPECIFICATIONS UNLESS CONDITIONS ENCOUNTERED ARE SUCH THAT

CHANGES ARE NECESSARY TO ACCOMPLISH THE WORK. IN SUCH EVENT, THE GOVERNMENT

SHALL BE NOTIFIED PROMPTLY. IF ROCK OR OTHER DIFFICULT DIGGING IS INVOLVED, THE

CONTRACTOR SHALL DETERMINE THE NATURE AND EXTENT OF THE DIFFICULTY, AND THE

GOVERNMENT WILL DETERMINE WHETHER REROUTING, ROCK TRENCHING, DIRECTIONAL

BORING OR OTHER CHANGES ARE NECESSARY. LOOSE SOIL OR CRUMBLY ROCK WILL NOT BE

CONSIDERED AS “DIFFICULT DIGGING.” THE TRENCH WIDTHS SPECIFIED ARE MINIMUM AND

SHOULD BE INCREASED AS NECESSARY TO OBTAIN THE REQUIRED DEPTHS IN LOOSE SOILS.

WHERE TRENCHES ARE INTENDED TO MORE THAN ONE CABLE, PARTICULAR CARE MUST BE

TAKEN TO PROVIDE FOR EXTRA DEPTH AND WIDTH TO ALLOW FOR SOIL FALLING INTO THE

TRENCH DURING THE LAYING OF THE FIRST CABLES. CARE SHALL BE EXERCISED TO MINIMIZE

THE LIKELIHOOD OF WATER-FLOW SINCE THIS MAY CAUSE TRENCH DAMAGE AND REDUCTION

IN TRENCH DEPTH. IF THIS OCCURS, THE TRENCH MUST BE CLEARED TO THE SPECIFIED DEPTH

BEFORE INSTALLING THE CABLE. ALL TRENCHES SHALL FOLLOW STRAIGHT LINES BETWEEN

STAKED POINTS TO THE EXTENT POSSIBLE. SECONDARY AND SERVICE TRENCHES SHALL

EXTEND IN A STRAIGHT LINE FROM TAKEOFF POINTS WHEREVER POSSIBLE. THE TRENCHES

SHALL BE DUG SO THAT THE BOTTOM HAS A SMOOTH GRADE, TO THE EXTENT POSSIBLE.

LARGE ROCKS, STONES AND GRAVEL IN EXCESS OF ONE (1) INCH SHALL BE REMOVED FROM

THE BOTTOM OF THE TRENCH. WHERE THIS CANNOT BE DONE, A TWO (2) INCH BED OF SAND

OR CLEAN SOIL SHALL BE PLACED IN THE BOTTOM OF THE TRENCH. CONSTRUCTION SHALL BE

ARRANGED SO THAT TRENCHES WILL BE LEFT OPEN FOR THE SHORTEST PRACTICAL TIME TO

AVOID CREATING A HAZARD TO THE PUBLIC AND TO MINIMIZE THE LIKELIHOOD OF COLLAPSE

OF THE TRENCH DUE TO OTHER CONSTRUCTION ACTIVITY, RAIN, ACCUMULATION OF WATER IN

THE TRENCH, ETC.

5. MINIMUM BENDING RADIUS OF CABLE

THE MINIMUM BENDING RADIUS OF PRIMARY CABLE IS TWELVE (12) TIMES THE OVERALL

DIAMETER OF THE CABLE. THE MINIMUM BENDING RADIUS OF SECONDARY AND SERVICE CABLE

IS SIX TIMES THE OVERALL DIAMETER OF THE CABLE. IN ALL CASES THE MINIMUM RADIUS

SPECIFIED IS MEASURED TO THE SURFACE OF THE CABLE ON THE INSIDE OF THE BEND. NO

CABLE BENDS SHALL BE MADE WITHIN SIX (6) INCHES OF A CABLE TERMINAL BASE.

6. CONDUIT

ALL EXPOSED ENDS OF CONDUIT SHALL BE PLUGGED DURING CONSTRUCTION TO PREVENT

THE INTRUSION OF FOREIGN MATTER AND MOISTURE. BURRS OR SHARP PROJECTIONS SHALL

BE REMOVED TO PREVENT DAMAGE TO THE CABLE. RISER SHIELD OR CONDUIT SHALL EXTEND

A MINIMUM OF EIGHTEEN (18) INCHES BELOW GRADE AT ALL RISER POLES. IF FULL ROUND

CONDUIT IS USED AS A RISER SHIELD, AN END BELL SHALL BE INSTALLED ON THE LOWER END

TO PREVENT DAMAGE TO THE CABLE.

7. CABLE INSTALLATION IN CONDUIT OR DUCT

WHERE CABLE MUST BE PULLED THROUGH CONDUIT OR DUCT, THE OPERATION SHALL BE

PERFORMED IN SUCH A WAY THAT THE CABLE WILL NOT BE DAMAGED FROM STRAIN OR

DRAGGING. IF REQUIRED, THE CABLE SHALL BE LUBRICATED WITH A SUITABLE CABLE

LUBRICANT PRIOR TO PULLING CABLE INTO CONDUIT OR DUCT. IN PLACING PRIMARY CABLES, THE STRESS APPLIED WHILE PULLING INTO DUCTS OR DURING OTHER PULLING OPERATIONS

SHALL NOT EXCEED THE LEAST OF THE FOLLOWING:

a. WHERE PULLING EYE IS ATTACHED TO THE CONDUCTOR, THE MAXIMUM PULLING STRAIN

IN POUNDS SHALL NOT EXCEED 0.006 TIMES THE CIRCULAR MIL AREA FOR ALUMINUM OR 0.008

TIMES THE CIRCULAR MIL AREA FOR COPPER.

b. WHERE A BASKET GRIP IS PLACED OVER THE CABLE, THE PULLING STRAIN SHALL NOT

EXCEED THE LESSER OF (1) THAT CALCULATED IN ABOVE OR (2) ONE THOUSAND (1000) THE

CABLE UNDER THE CABLE GRIP AND 1 FOOT FOLLOWING IT SHALL BE SEVERED AND

DISCARDED AFTER THE PULLING OPERATION.

c. IN NO CASE SHALL THE MAXIMUM PULLING TENSION EXCEED THAT RECOMMENDED BY

THE SPECIFIC CABLE MANUFACTURER.

d. AT BENDS, THE MAXIMUM SIDEWALL PRESSURE RECOMMENDED BY THE CABLE

MANUFACTURER SHALL NOT BE EXCEEDED.

8. TAGGING OF CABLES AT TERMINATION POINTS

AS THE CABLES ARE LAID, THEY SHALL BE IDENTIFIED AND TAGGED. THE IDENTIFICATION

SHALL BE OF A PERMANENT TYPE, SUCH AS THAT DONE ON PLASTIC OR CORROSION

RESISTANT METAL THE TAG SHALL BE SECURELY ATTACHED TO THE CABLE. PAPER OR CLOTH

TAGS ARE NOT ACCEPTABLE.

9. SPLICES

CABLE SPLICES SHALL BE OF THE PRE-MOLDED RUBBER, HEAT-SHRINK, OR COLD-SHRINK

TYPE, OF THE CORRECT VOLTAGE RATING AND SHALL BE INSTALLED IN ACCORDANCE WITH

THE SPLICE MANUFACTURER’S INSTRUCTIONS. SPLICES THAT DEPEND SOLELY ON TAPE FOR A

MOISTURE BARRIER SHALL NOT BE USED. NOT MORE THAN ONE SPLICE SHALL BE PERMITTED

FOR EACH TWO THOUSAND (2000) FEET OF CABLE INSTALLED UNLESS AUTHORIZED BY THE

GOVERNMENT. NO BENDS SHALL BE PERMITTED WITHIN TWELVE (12) INCHES OF THE ENDS OF

A SPLICE. THE CABLE OR CIRCUIT NUMBERS AND THE EXACT LOCATION OF ALL SPLICES SHALL

BE NOTED ON THE STAKING SHEETS (AS BUILT).

10. PRIMARY CABLE TERMINATION AND STRESS CONES

PREFABRICATED STRESS CONES OR TERMINATIONS SHALL BE INSTALLED IN ACCORDANCE

WITH THE MANUFACTURER’S INSTRUCTIONS AT ALL PRIMARY CABLE TERMINALS. THEY SHALL

BE SUITABLE FOR THE SIZE AND TYPE OF CABLE THAT THEY ARE USED WITH AND FOR THE

ENVIRONMENT IN WHICH THEY WILL OPERATE. ANY INDICATION OF MISFIT, SUCH AS A LOOSE

OR EXCEPTIONALLY TIGHT FIT, SHALL BE CALLED TO THE GOVERNMENT’S ATTENTION. THE

OUTER CONDUCTIVE SURFACE OF

THE TERMINATION SHALL BE BONDED TO THE SYSTEM NEUTRAL. A HEAT-SHRINK OR

COLDSHRINK SLEEVE SHALL BE INSTALLED TO SEAL BETWEEN THE BODY OF THE TERMINATION

AND THE CABLE JACKET.

11. SPECIAL PRECAUTIONS FOR CABLE SPLICES AND TERMINATIONS

A PORTABLE COVERING OR SHELTER SHALL BE AVAILABLE FOR USE WHEN SPLICES OR

TERMINATIONS ARE BEING PREPARED AND WHEN PREFABRICATED TERMINATIONS ARE BEING

SWITCHED. THE SHELTER SHALL BE USED AS NECESSARY TO KEEP RAIN, SNOW AND

WINDBLOWN DUST OFF THE INSULATING SURFACES OF THESE DEVICES. SINCE CLEANLINESS IS

ESSENTIAL IN THE PREPARATION AND INSTALLATION OF PRIMARY CABLE FITTINGS, CARE

SHALL BE

EXERCISED TO PREVENT THE TRANSFER OF CONDUCTING PARTICLES FROM THE HANDS TO

INSULATING SURFACES. MATING SURFACES SHALL BE WIPED WITH A SOLVENT SUCH AS

DENATURED ALCOHOL TO REMOVE ANY POSSIBLE ACCUMULATION OF DIRT, MOISTURE OR

OTHER CONDUCTING MATERIALS. A SILICONE GREASE OR SIMILAR LUBRICANT SHALL BE

APPLIED AFTERWARDS IN ACCORDANCE WITH THE MANUFACTURER’S RECOMMENDATIONS.

WHENEVER

PREFABRICATED CABLE DEVICES ARE OPENED, THE UN-ENERGIZED MATING SURFACES SHALL

BE LUBRICATED WITH SILICONE GREASE BEFORE THE FITTINGS ARE RECONNECTED.

12. SECONDARY AND SERVICE CONNECTIONS

A SUITABLE INHIBITING COMPOUND SHALL BE USED WITH ALL SECONDARY AND SERVICE

CONNECTIONS. ALL SECONDARY CABLE CONNECTIONS IN SECONDARY PEDESTALS SHALL BE

MADE WITH PREINSULATED SECONDARY CONNECTOR BLOCKS. DIVING BELLS WITH OPEN

TERMINALS INSULATING BOOTS OR MOISTURE BARRIERS THAT DEPEND SOLELY ON TAPE ARE

NOT ACCEPTABLE. ALL SECONDARY CABLE SPLICES LOCATED BELOW GROUND SHALL BE

PERFORMED WITH PREINSULATED

SPLICE KITS. DIVING BELLS WITH OPEN TERMINAL INSULATING BOOTS OR MOISTURE

BARRIERS THAT DEPEND SOLELY ON TAPE ARE NOT ACCEPTABLE. ALL TRANSFORMER

SECONDARY PHASE TERMINAL CONNECTIONS SHALL BE COMPLETELY INSULATED. IF THE

SECONDARY PHASE TERMINALS ARE THREADED STUDS, THE CONNECTION SHALL BE MADE

WITH A PRE-INSULATED SECONDARY TRANSFORMER CONNECTION BLOCK. IF THE

TRANSFORMER SECONDARY PHASE TERMINALS ARE INSULATED CABLE LEADS, CONNECTION

SHALL BE MADE WITH A PRE-INSULATED SECONDARY CONNECTOR BLOCK OR WITH A

SECONDARY PREFABRICATED SPLICE WHEN THE TRANSFORMER LEADS CONTINUE DIRECTLY

TO THE SERVICE. IF A TRANSFORMER IS SO LARGE THAT IT MUST HAVE SECONDARY SPADES,

THE SPADES SHALL BE INSULATED. BOOTS USED FOR INSULATION SHALL BE TAPED SO THAT

THEY CANNOT BE READILY SLIPPED OFF.

SECONDARY CONNECTIONS TO TERMINALS OF POLE-MOUNTED TRANSFORMERS SHALL BE

MADE SO THAT MOISTURE CANNOT GET INSIDE THE CABLE INSULATION. THIS MAY BE

ACCOMPLISHED BY COVERING THE TERMINALS AND BARE CONDUCTOR ENDS WITH AN

APPROPRIATE MOISTURE SEALANT. THE SECONDARY CONNECTIONS AND INSULATION SHALL

HAVE ACCOMMODATIONS FOR ALL FUTURE AND EXISTING SERVICES AS SHOWN ON THE PLANS

AND SPECIFICATIONS.

13. INSPECTION AND INVENTORY OF BURIED UNITS

BEFORE ANY BACKFILLING OPERATIONS ARE BEGUN, THE CONTRACTOR AND GOVERNMENT

SHALL JOINTLY INSPECT ALL TRENCHES, CABLE PLACEMENT, RISERS, PEDESTAL STAKES, AND

OTHER CONSTRUCTION THAT WILL NOT BE ACCESSIBLE AFTER BACKFILLING, AND AN

INVENTORY OF UNITS SHALL BE TAKEN. IF CORRECTIONS ARE REQUIRED, A SECOND

INSPECTION SHALL BE MADE AFTER COMPLETION OF THE CHANGES.

14. BACKFILLING

THE FIRST SIX (6) INCHES OF TRENCH BACKFILL SHALL BE FREE FROM ROCK, GRAVEL OR

OTHER MATERIAL WHICH MIGHT DAMAGE THE CABLE JACKET. IN LIEU OF CLEANING THE

TRENCH, THE CONTRACTOR MAY, AT THE CONTRACTOR’S OPTION, PLACE A TWO (2) INCH BED

OF CLEAN SAND OR SOIL UNDER THE CABLE AND FOUR (4) INCHES OF CLEAN SOIL ABOVE THE

CABLE. CLEANED SOIL BACKFILL WHEN USED SHALL CONTAIN NO SOLID MATERIAL LARGER

THAN ONE (1) INCH. THIS SOIL LAYER SHALL BE CAREFULLY COMPACTED SO THAT THE CABLE

WILL NOT BE DAMAGED. BACKFILLING SHALL BE COMPLETED IN SUCH A MANNER THAT VOIDS

WILL BE MINIMIZED. EXCESS SOIL SHALL BE PILED ON TOP AND SHALL BE WELL TAMPED. ALL

ROCK AND DEBRIS SHALL BE REMOVED FROM THE SITE, AND ANY DAMAGE TO THE PREMISES

REPAIRED IMMEDIATELY. PIECES OF SCRAP CABLE OR OTHER MATERIAL REMAINING AFTER

INSTALLATION SHALL NOT BE BURIED IN THE TRENCH AS A MEANS OF DISPOSAL. ALL SUCH

MATERIAL SHALL BE DISPOSED OF PROPERLY.

15. EQUIPMENT PADS (GROUND SLEEVES)

THE SITE FOR THE PAD SHOULD BE ADJACENT TO THE TRENCH AND NOT OVER THE TRENCH IF

AT ALL POSSIBLE. THE SITE SHALL BE CLEARED OF ALL DEBRIS AND EXCAVATED TO THE

SPECIFIED THE PAD SHALL BE INSTALLED LEVEL AT THE SPECIFIED ELEVATION.

16. TRANSFORMERS

TRANSFORMERS SHALL BE HANDLED CAREFULLY TO AVOID DAMAGE TO THE FINISH AND SHALL

BE POSITIONED IN ACCORDANCE WITH THE STAKING SHEETS AND THE PLANS AND

SPECIFICATIONS. ONLY QUALIFIED AND EXPERIENCED PERSONNEL SHALL BE ALLOWED TO

MAKE CONNECTIONS AND CABLE TERMINATIONS. FOR SINGLE PHASE TRANSFORMERS, THE

MAXIMUM NUMBER OF CABLES PULLED INTO THE TRANSFORMER SHALL BE SIX (6) RUNS (18

CABLES) OF 500 MCM. FOR THREE PHASE TRANSFORMERS, THE MAXIMUM NUMBER OF CABLES

PULLED INTO THE TRANSFORMER SHALL BE TWELVE (12) RUNS (48 CABLES) OF 750 MCM.

17. EQUIPMENT ENCLOSURES

EXCAVATIONS FOR SLEEVE-TYPE TRANSFORMER PADS AND OTHER BELOW-GRADE

ENCLOSURES SHALL BE MADE SO AS TO DISTURB THE SURROUNDING EARTH AS LITTLE AS

POSSIBLE. ENCLOSURES SHALL BE INSTALLED WITH SIDE WALLS PLUMB. WHEN ENCLOSURES

ARE OF FIBER, PLASTIC, OR OTHER SEMI-FLEXIBLE MATERIAL, BACKFILLING SHOULD BE DONE

WITH COVERS IN PLACE AND WITH CAREFUL TAMPING SO AS TO AVOID DISTORTION OF THE

ENCLOSURE. WHEN INSTALLATIONS ARE COMPLETE, THE COVER OF THE ENCLOSURE SHALL

NOT BE LOWER THAN AND NOT MORE THAN TWO (2) INCHES HIGHER THAN THE GRADE

SPECIFIED BY THE GOVERNMENT. SOIL IN THE IMMEDIATE VICINITY SHALL BE TAMPED AND

SLOPED AWAY FROM THE ENCLOSURE. AT THE GOVERNMENT’S OPTION, THE EXCESS SOIL

SHALL BE REMOVED FROM THE SITE OR SPREAD EVENLY OVER THE SURFACE OF THE GROUND

TO THE SATISFACTION OF THE GOVERNMENT.

18. WARNING SIGNS

EACH EQUIPMENT ENCLOSURE SHALL DISPLAY A “CAUTION” SIGN PLACED SO THAT IT IS

VISIBLE TO ANYONE ATTEMPTING ENTRY TO THE ENCLOSURE. ALSO, THE EQUIPMENT INSIDE

THE ENCLOSURE SHALL DISPLAY A “DANGER” SIGN SO THAT IT IS VISIBLE WHEN THE

ENCLOSURE IS OPEN.

19. GROUNDING

ALL NEUTRAL CONDUCTORS, GROUND ELECTRODES AND GROUNDABLE PARTS OF EQUIPMENT

SHALL BE INTERCONNECTED. ALL INTERCONNECTIONS SHALL BE MADE AS SHOWN ON THE

CONSTRUCTION DRAWINGS. A GALVANIZE GROUND ROD(S) WITH MINIMUM LENGTH OF EIGHT

FEET SHALL BE INSTALLED AT ALL EQUIPMENT LOCATIONS AS SHOWN IN THE CONSTRUCTION

DRAWINGS AND AT ALL CABLE SPLICES AND TAPS.

ALL PAD-MOUNTED EQUIPMENT ENCLOSURES, INCLUDING TRANSFORMERS, SHALL BE

GROUNDED IN SUCH A MANNER THAT TWO SEPARATE CONNECTIONS EXIST BETWEEN THE

ENCLOSURE AND THE GROUND ROD(S).

20. CABLE LOCATION MARKERS

LOCATION OF PERMANENT CABLE MARKERS SHALL BE AS SHOWN ON THE STAKING SHEETS.

PENSACOLA, FLORIDA 32502

75 SOUTH "F" STREET