DBEH_11-1535K_Repair_Water_Lines _LC41_Fire_Service _CCAFS.pdf

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PASS AND I.D.

BEACH ROAD

SPACE

NASA PARKWAY WEST

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SPACE SHUTTLE

FACILITY

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KENNEDY SPACE CENTER

CAPE CANAVERAL AIR FORCE STATION

CAPE CANAVERAL, FLORIDA

SCALE:

VICINITY MAP

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SCALE:

LOCATION PLAN

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REPAIR WATER LINES,

DBEH 11-1535K

LC41 FIRE SERVICE,

CCAFS (LET)

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DRAWING INDEX

SHEET ID DESCRIPTION

G-001 VICINITY MAP LOCATION PLAN AND DRAWING INDEX

CIVIL

CC-100 PROJECT SCOPE - LC41 FIRE WATER SUPPLY PLAN

CC-101 LC41 FIRE WATER - CONSTRUCTION PLAN

CC-102

NORTH PHILLIPS PARKWAY - CCAFS / KSC NORTH WATER METER

CD-101

LC41 FIRE WATER - UTILITY, DEMOLITION, AND RESTORATION PLAN

CC-501 CIVIL DETAILS

EC-101

WATER METER LIGHTNING PROTECTION

HB

DEFINITION DEPICTION

8" FIRE WATER

2" POTABLE WATER

4" POTABLE WATER

ABANDON IN PLACE

EX UG ELECTRIC

EX AERIAL ELECTRIC

EX COMMUNICATION

EX SANITARY SEWER

EX NATURAL GAS

EX STORM DRAIN

EX HIGH PRESSURE GAS

SILT FENCE

POST-INDICATOR VALVE

VALVE (EXISTING/PROPOSED)

BACKFLOW PREVENTER

FIRE HYDRANT (EXISTING/PROPOSED)

REDUCER

PLUG W/ 2" TAP

PIPE PLUG

HAY BALE

GROUT PLUG

HOSE BIB

AC TO PVC PIPE COUPLING

POTABLE WATER METER

GROUNDWATER MONITORING WELL

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SF

2'' W

8'' F

4'' W

AIP

G/N2

AB - AUGER BORE

AC - ASBESTOS CEMENT

AG - ABOVE GROUND

AIP - ABANDON IN PLACE

ALUM - ALUMINUM

ARV - AIR RELEASE VALVE

AWWA - AMERICAN WATER WORKS ASSOCIATION

BFP - BACKFLOW PREVENTER

BO - BLOW-OFF

BST - BELLSOUTH TELEPHONE

C&G - CURB & GUTTER

CES - CIVIL ENGINEERING SQUADRON

CEVP - CIVIL ENGINEERING ENVIRONMENTAL PLANNING

CEVR - CIVIL ENGINEERING ENVIRONMENTAL RESTORATION

CCAFS - CAPE CANAVERAL AIR FORCE STATION

CI - CAST IRON

CLDI - CEMENT-LINED DUCTILE IRON

CLF - CHAIN LINK FENCE

COC - CERTIFICATE OF COMPLETION

CONC - CONCRETE

COMM - COMMUNICATION

CU. FT. - CUBIC FEET

DCVA - DOUBLE CHECK VALVE ASSEMBLY

DI - DUCTILE IRON

DIA - DIAMETER

DIP - DUCTILE IRON PIPE

DR - DIMENSIONAL RATIO

E - EAST

EL - ELEVATION

ELEC - ELECTRIC

EOP - EDGE OF PAVEMENT

EX - EXISTING

FL - FLANGE

FDC - FIRE DEPARTMENT CONNECTION

FDEP - FLORIDA DEPARTMENT ENVIRONMENTAL PROTECTION

FDOT - FLORIDA DEPARTMENT OF TRANSPORTATION

FM - FORCE MAIN

FO - FIBER OPTIC

FP&L - FLORIDA POWER & LIGHT

FT - FOOT/FEET

FW - FIRE WATER

G - GROUND

GALV - GALVANIZED

GV - GATE VALVE

INV - INVERT

IP - IRON PIPE

IRP - INSTALLATION RESTORATION PROGRAM

JBOSC - JOINT BASE OPERATIONS SUPPORT CONTRACT

LBS - POUNDS

LF - LINEAR FEET

MH - MANHOLE

MIN - MINIMUM

MJ - MECHANICAL JOINT

MW - MONITORING WELL

N - NORTH

NA - NOT APPLICABLE

NFPA - NATIONAL FIRE PROTECTION ASSOCIATION

N&D - NAIL & DISK

ABBREVIATIONS:

(ALL MAY NOT BE USED)

OD - OUTSIDE DIAMETER

OH - OVERHEAD UTILITY

OHE - OVERHEAD ELECTRIC

OS&Y - OUTSIDE SCREW AND YOKE

PAIP - PREVIOUSLY ABANDONED IN PLACE

PE - PLANE END

PIV - POST INDICATOR VALVE

POC - POINT OF CONNECTION

POD - POINT OF DISCONNECTION

PP - POWER POLE

PROP - PROPOSED

PSF - POUNDS PER SQUARE FOOT

PSI - POUNDS PER SQUARE INCH

PVC - POLYVINYL CHLORIDE

PVMT - PAVEMENT

PW - POTABLE WATER

RED - REDUCER

RS - RESILIENT SEAT

R/W - RIGHT OF WAY

S - SOUTH

SD - STORM DRAIN

SJRWMD - ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT

SPEC - SPECIFICATIONS

SQ - SQUARE

SQ FT - SQUARE FEET

STA - STATION

STSTL - STAINLESS STEEL

SS - SANITARY SEWER

SWPPP - STORM WATER POLLUTION PREVENTION PERMIT

SY - SQUARE YARD

TEL - TELEPHONE

TH - TEST HOLE

TYP - TYPICAL

UE - UNDERGROUND ELECTRIC

UG - UNDERGROUND

UON - UNLESS OTHERWISE NOTED

W - WEST

WP - WOOD UTILITY POLE

WTR - WATER

WWF - WELDED WIRE FABRIC

CIVIL LEGEND:

(BOLD NOTES NEW ITEMS)

CC-110

CD-102 LC41 VALVE PIT CONNECTION - DEMOLITION AND RESTORATION PLAN

LC41 FIRE WATER - VALVE VAULT CONNECTION

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PERMIT(S)/ENVIRONMENTAL ACTIONS

REQUIRED PRIOR TO CONSTRUCTION

ERP/STORMWATER

ERP/WETLANDS/DREDGE & FILL

FDEP/DRINKING WATER

FDEP/DOM. WASTE WATER ARCHEO./HISTORICAL

SURVEY/WILDLIFE

OTHER

NONE

FDEP/IND. WASTE WATER

IRP

FDEP/FUEL TANK

NOI/SWPPP

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ASBESTOS

NOTE: IF IT IS SUSPECTED THAT ANY HAZARDOUS MATERIAL NOT

IDENTIFIED ON THESE DRAWINGS IS REQUIRED TO BE DISTURBED IN

ORDER TO PERFORM THE CONTRACT WORK, LEAVE MATERIAL

UNDISTURBED AND IMMEDIATELY INFORM THE CONTRACTING OFFICER.

HEAVY METALS

YES NO

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PCB

NOT

VERIFIED

HAZARDOUS MATERIALS

GROUNDWATER CONTAMINATION

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EC-102

WATER METER ELECTRICAL POWER

BASE OPERATIONS:

COMMUNICATIONS:

PROJECT MANAGER:

CHIEF, PROGRAMS FLIGHT:

USER:

SAFETY:

SECURITY FORCES:

ATO:

OTHER:

ENVIRONMENTAL:

FIRE:

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SCALE:

LC41 FIRE WATER DELIVERY SYSTEM

1" = 30'

90'60'30'0'30'

GRAPHIC SCALE 1" = 30'

FIRE WATER PROJECT SCOPE FLAG NOTES:

A. EXISTING LC41 DELUGE / FIRE WATER FROM PS7

B. EXISTING ITL 150 PSI FIRE WATER SYSTEM.

C. EXISTING PRESSURE REDUCER VALVES TO SEPARATE DELUGE FROM ITL FIRE WATER SYSTEMS.

D. EXISTING ABANDON 36" SPIRAL STEEL DELUGE PIPE FROM PS7.

E. EXISTING LC41 FIRE WATER DISTRIBUTION SYSTEM.

F. EXISTING LC41 POTABLE WATER DISTRIBUTION SYSTEM.

G. 16" FIRE WATER DISTRIBUTION OR SERVICE PVC PIPE.

H. 16" FIRE WATER DISTRIBUTION PIPE SLIPPED INTO OLD ABANDON 36" SPIRAL STEEL DELUGE PIPE.

I. LC41 16" ULTRASONIC FIRE WATER METER IN UNDERGROUND VAULT.

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LC41 CONSTRUCTION SITE ACCESS:

LAUNCH COMPLEX 41 (LC41) IS A RESTRICTED ACCESS AREA OPERATED BY UNITED LAUNCH ALLIANCE (ULA). ULA RESTRICTIONS

WILL HAVE TO BE MET FOR CONTRACTOR PERSONNEL ACCESS AND SITE AVAILABILITY CONSTRUCTION PERIODS. LAUNCH AND

MATERIAL HANDLING OPERATIONS WILL LIMIT CONSTRUCTION ACCESS PERIODS. CONTRACTOR CONSTRUCTION SCHEDULES

REGARDING LC41 FIRE LINE WORK WILL NEED TO BE COORDINATED AND APPROVED BY ULA PRIOR TO COMMENCEMENT.

IF CONTRACTOR PERSONNEL DO NOT OBTAIN ULA UNRESTRICTED ACCESS BADGES, IT WILL BE THE CONTRACTORS RESPONSIBILITY

TO PROVIDE SUPERVISED ESCORTS FOR ALL WORK WITHIN THE LC41 RESTRICTED AREA.

ULA STORES AND MOVES HAZARDOUS MATERIAL AT LC41. CONTRACTOR PERSONNEL WILL BE REQUIRED TO ATTEND ULA SAFETY

CLASSES TO ADDRESS THESE HAZARDS AND SAFETY MEASURES.

J. LC41 16" CHECK VALVE IN UNDERGROUND VAULT.

K. 12" FIRE WATER CONNECTION TO EXISTING LC41 150 PSI FIRE WATER SYSTEM.

L. 12" FIRE WATER CONNECTION TO EXISTING 150 PSI ITL FIRE SYSTEM.

M. 12" BRANCH OFF DELUGE WATER SUPPLY W/ FIRE HYDRANT ASSEMBLY.

N. 12" BRANCH W / FIRE HYDRANT ASSEMBLY.

O. 2-2" CONDUIT SLIPPED INTO OLD ABANDON 36" SPIRAL STEEL DELUGE PIPE.

P. 2-2" CONDUIT ELECTRIC & COMM SERVICE TO METER.

Q. EXISTING FIRE HYDRANT, FITTINGS, AND PIPE TO BE TAKEN OUT OF SERVICE BY OTHERS.

R. PENDING ULA LAUNCH EXHAUST DUCT ACCESS DRIVE COORDINATE WITH WATER SYSTEM PROJECT.

CC-101

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SCALE:

LC41 FIRE WATER DELIVERY SYSTEM

1" = 20'

60'40'20'0'20'

GRAPHIC SCALE 1" = 20'

SCALE:

LC41 FIRE WATER DELIVERY SYSTEM

1" = 20'

CONSTRUCTION FLAG NOTES:

1. FIRE WATER SERVICE BRANCH - COORDINATE FIRE WATER OUTAGE, REMOVE ABOVEGROUND 12" DI FL SPOOL, SALVAGE & REINSTALL 45 FL BEND, 45 MJ BEND, & 12" DI RISER W/ NEW GASKETS & ANCHOR FOLLOWER GLANDS, PROVIDE 12" BLUE - DR14 - C-900 - PVC PIPE W /

RESTRAINED JOINTS, 2-16"X12" MJ REDUCER, 16" BLUE - DR-18 - C-905 - PVC PIPE W / RESTRAINED JOINTS, 16"X16" MJ TEE W/ 16" MJ RS GATE VALVE & VALVE BOX, TEMPORARY 16" MJ PLUG, 12" MJ RS GATE VALVE W/ VALVE BOX, 16" & 12" ANCHOR MJ FOLLOWER GLANDS, MAKE

CONNECTION BETWEEN NEW AND EXISTING FIRE WATER PIPE, FLUSH SYSTEM, AND RESTORE FIRE WATER SYSTEM TO SERVICE.

2. 36" IN PLACE CASING REMOVAL - 3 LOCATIONS - LOCATE ABANDON IN PLACE 36" SPIRAL WELDED STEEL PIPE, SAWCUT & REMOVE PORTIONS OF 36" PIPE, SECURE OPEN PIPE AGAINST MAN ENTRY ACCESS TO LC41 SECURED AREA.

3. 16" & 2-3" PIPE INSERTION - EXCAVATE PUSH/PULL PITS FOR WORK, PROVIDE 16" BLUE - DR18 - C-905 -PVC PIPE STICK PVC PIPE W / RESTRAINED JOINTS, 2-3" UL 651 CONDUITS SECURED TO 16" PIPE CLOCK MIN 6-INCH SEPARATION, CAP 3" CONDUIT ENDS EXTERNAL OF CASING, CASING

SPACER MIN 3 PER 16" PIPE FULL STICK, AND SLIP INTO THE ABANDON 36" PIPE, SECURE OPEN PIPE AGAINST MAN ENTRY ACCESS TO LC41 SECURED AREA.

4. OUTSIDE LC41 16" PIPE CONNECTION - SALVAGE TEMPORARY 16" MJ PLUG, PROVIDE 16" BLUE - DR18 - C-905 -PVC PIPE, 2-16" MJ 45 BEND, 16"X16" MJ TEE, 5' OF 16" PVC PIPE TOWARDS PUMP STATION 7, INSTALL SALVAGED 16" MJ PLUG, BRICK PLUG ABANDON OPEN END OF 36" PIPE, CAST PLUG THRUST BLOCK AGAINST ABANDON 36" PIPE, LIMIT THRUST BLOCK SIZE FOR FUTURE REMOVAL, METER W / 1ST VAULT & 10 LF OF SINGLE STICK STRAIGHT PIPE UP AN DOWN STREAM OF METER , 16" FL CHECK VALVE W / 2ND VAULT, 16" MJ COUPLING, 16" ANCHOR MJ

FOLLOWER GLANDS, MAKE CONNECTION BETWEEN NEW & INSTALLED 16" PIPES.

5. 16" PIPE CONNECTION - PROVIDE 2-16" MJ COUPLING, 16" BLUE - DR18 - C-905 -PVC PIPE W / RESTRAINED JOINTS, 16"X12" MJ TEE, 12" BLUE - DR14 - C-900 -PVC PIPE, 12"X6" MJ TEE W/ FIRE HYDRANT ASSEMBLY, 5' OF 12" PVC PIPE W/ 12" MJ PLUG, 16", 12", & 6" ANCHOR MJ FOLLOWER

GLANDS, MAKE CONNECTION BETWEEN NEW & INSTALLED 16" PIPES.

6. FIRE SERVICE BRANCHES - SAWCUT AND REMOVE CONFLICT PORTION OF DRAINAGE FLUME, PROVIDE 16" MJ COUPLING, 16" BLUE - DR18 - C-905 -PVC PIPE, 16"X16" MJ WYE, 2-16"X12" MJ REDUCER, 16" MJ 90 BEND,12" BLUE - DR14 - C-900 -PVC PIPE, 2-12" MJ RS GATE VALVE W / VALVE

BOX, 2-12" MJ 45 BEND, TEMPORARY 2-12" MJ PLUG SECURE AGAINST TESTING THRUST, 16" & 12" ANCHOR MJ FOLLOWER GLANDS, MAKE CONNECTION BETWEEN NEW & INSTALLED 16" PIPES.

7. SYSTEM TESTING - FILL, FLUSH, AND PRESSURE TEST NEW FIRE WATER SYSTEM AT 200 PSI, 2 HOURS.

8. SECURE 16" PIPE - UPON NEW PASSING PRESSURE TEST, PROVIDE BRICK PLUG IN ANNULAR SPACE BETWEEN 16" PIPE AND 36" CASING, FILL & VENT TO PRESSURE FILL ANNULAR SPACE OF CASING W/ EXACTABLE FLOWABLE FILL .

9. 12" FIRE SERVICE CONNECTION - COORDINATE FIRE WATER OUTAGE, VERIFY 12" STEEL PIPE SIZES FOR CONNECTION, PROVIDE SHORING & SHEETING PLAN TO PROTECT UPHILL LAUNCH DECK & FOUNDATION, REMOVE TEMPORARY 12" PLUG & PORTION OF 12" STEEL PIPE INSIDE VAULT, 1" GALV. IP DRAIN PIPE, SAWCUT VALVE VAULT WALL FOR 12" PIPE ENTRY OPENING, PROTECT INTERIOR WALL MOUNTED GN2 TUBING, ELECTRIC CONDUIT, & GROUNDING WIRE IN PROXIMITY OF WALL OPENING, PROVIDE 12" BLUE - DR14 - C-900 -PVC PIPE W / RESTRAINED JOINTS, 2-12"

MJ 45 BEND, 12" FL WYE ROLLED HORIZONTAL EXIT VALVE PIT VAULT, 12" MJ DI PIPE W / 1 FL END, AS NEEDED 12" FL DI PIPE SPOOL W / WELDED DRAIN LINE PORT, PREP PIPE W / BEVEL TO ACCEPT WELD, ASME B16.5 SLIP ON 12" WELD FLANGE WELDED INTERIOR & EXTERIOR ONTO

EXISTING STEEL PIPE IN VALVE VAULT, SECURED PIPE SUPPORT UNDER NEW 12" FITTINGS IN VAULT, 12" ANCHOR MJ FOLLOWER GLANDS, 12" THRUST BURIED BLOCK, 1" GALV. IP PLUG AT ADJACENT PIPE DRAIN PIPE CONNECTION, MAKE CONNECTION BETWEEN NEW & INSTALLED 12"

PIPES, ISOLATE NEW AN PORTION OF EXISTING FIRE WATER SYSTEM & REPEAT FLAG NOTE 7 TESTING, AND RESTORE FIRE WATER SERVICE..

10. 12" DELUGE PIPE DISCONNECTION - COORDINATE DELUGE WATER OUTAGE, REMOVE PORTION OF 12" PIPE & FITTING,12"X6" MJ REDUCER W / FIRE HYDRANT ASSEMBLY, 12" & 6" ANCHOR MJ FOLLOWER GLANDS, RESTORE DELUGE WATER SERVICE, FILL, FLUSH, AND PLACE FIRE

HYDRANT INTO SERVICE.

11. 10" FIRE SERVICE CONNECTION - COORDINATE FIRE WATER OUTAGE, REMOVE PORTION OF 10" PIPE, PROVIDE 12" BLUE - DR14 - C-900 -PVC PIPE W / RESTRAINED JOINTS, 12" MJ 45 BEND, 12"X10" MJ REDUCER, 12" & 10" ANCHOR MJ FOLLOWER GLANDS, MAKE CONNECTION BETWEEN NEW

& EXISTING PIPES, RESTORE FIRE WATER SERVICE, FILL, FLUSH, AND PLACE INTO SERVICE.

12. METER SERVICE - PROVIDE COMM AND POWER CONDUIT COORDINATE SERVICE WITH SHEET EC-101.

FLAG NOTE 13 & 14 NOTE USED

FLAG NOTE DETAILS:

SCALE:

PIPE SECTION

NONE

CC-101

36" CEMENT LINED SPIRAL

WELDED STEEL PIPE

CASING SPACER - EACH SIDE

OF JOINT AND 16" PIPE STICK

MID SPAN

STICK PUSH ON JOINT 16" C-905

PVC PIPE W / JOINT RESTRAINTS

2-3" UL 651 CONDUIT - 6"

SEPERATION

FILL ANNULAR SPACE W /

EXCAVATEABLE FLOWABLE FILL

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CC-501

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30'20'10'0'10'

GRAPHIC SCALE 1" = 10'

SCALE:

VALVE VAULT - SECTION

1" = 10'

SCALE:

VAULT WALL RESTORATION

NONE

CC-102

5 GN2 GAS TUBING

PROTECT IN PLACE

ELECTRICAL CONDUIT

PROTECT IN PLACE

DELUGE

WATER

SUPPLY

HEADER

SUPPORT

DELUGE

HEADER

12" FL WYE

WALL PENETRATION

12" FL SPOOL

WITH DRAIN

12" STEEL

WATER PIPE

ELEVATED

WALKWAY

12" PVC

DRAINAGE PIPE

SAW CUT VAULTED WALL PENETRATION

GN2 PANEL

PROTECTION IN PLACE

12" STEEL

WATER PIPE

14" WATER

ELEVATED

WALKWAY

DELUGE

HEADER

BUTTERFLY VALVE

REMOVE AND REPLACE

CONFLICT 12" PIPE

SCALE:

VALVE VAULT - PLAN VIEW

1" = 10'

4,000 PSI CONCRETE

1ST POUR SILL TO PIPE HAUNCH

2ND POUR FILL OPENING CLOSED

10-12" #4 6" DRILL, EPOXY EMBED,

AND CAST INTO OPENING FILL

RUBBERIZED SELF ADHERING ASPHALT

SHEET MEMBRANE WATERPROOF SYSTEM,

ADDITIONAL WRAP AT PIPE TO WALL JOINT

10 LF HDPE DRAINAGE TUBING W/ FILTER SOCK

& END CAPS AT 1.0% GRADE UNDER WALL

RESTORATION AREA AGAINST VAULT WALL

COLD JOINT

12" FL SOCKET WELD

FILET WELD FILL CIRCLE

INSIDE & OUTSIDE

MATCH WYE FLANGE CLASS

A

B

2 3

C

D

1 2 3

R E

P A

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V I C

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Q U

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A T

E

C O

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N

O

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A W

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Y

D E

S I G

N E

D

B

Y

S U

B M

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B

Y

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V I E

W E

D

B

Y

D A

T E

4 5

M A

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D E

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R I P

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N D

A T

E A

P P

R

D B

K

C O

N T

R A

F

A

D

C

D

A

B

C A

N

A V

E R

A L

A

F S

F

L O

R I D

A

D B

E H

S

H

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G H

T A

L I N

G

S

H

O U

G H

T A

L I N

G

R A

E I S

R A

N G

E

A

R C

H I T

E C

T E

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I N

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S P

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T I O

N

S

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V I C

E S

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

PROJECT CONSTRUCTION FLAG NOTE COORDINATION:

SEE SHEET CC-101 FOR CONSTRUCTION FLAG NOTES APPLICABLE TO THIS SHEET.

CC-110

O

R T

H

P

H I L

L I P

S

P

A R

K W

A Y

C C

A F

S

K

R

T

T

E R

SCALE:

CCAFS /KSC WATER METER

1" = 20'

NORTH PHILLIPS PARKWAY

60'40'20'0'20'

GRAPHIC SCALE 1" = 20'

METER CONSTRUCTION FLAG NOTES:

15. REMOVE EXISTING AND PROVIDE NEW MAGMETER, CONTROLLER EQUIPMENT, AND NEW EQUIPMENT ENCLOSURE

A. REMOVE IN LINE 10" BI-DIRECTIONAL MAGMETER AND PROVIDE NEW IN LINE 10" ROSEMOUNT 8750WA MAGNETIC FLOWMETER;

B. WALL MOUNTED TRANSMITTER INSIDE A NEMA-4X FIBERGLASS ENCLOSURE PAINTED BRIGHT WHITE WITH AIR VENTS;

C. STAINLESS STEEL MOUNTING HARDWARE; AND

D. REMOVE AND REPLACE 10" NORTHERN FL DI PIPE SPOOL TO ACCOMMODATE NEW METER DIMENSIONS.

16. SALVAGE 4" GATE VALVE W/ BLIND FLANGE AND 4" GATE VALVE W / PVC BLOW OFF.

17. SALVAGE ELECTRONIC PRESSURE GAGE, RETURN TO BASE PLUMBING CONTRACTOR.

18. REMOVE PRESSURE GAGE ELECTRICAL CONNECTION & CONDUIT.

19. REMOVE FULL PRESSURE GAGE ASSEMBLY AND SUPPORTS.

20. REMOVE 4" DI PIPING, BUTTERFLY VALVE, AND FITTINGS.

21. PROVIDE 10" FLANGE KIT AND ROTATE 90 DEGREE 2-10" TEE & 2-10" GATE VALVE, TEE HORIZONTAL DISCHARGE, VALVE VERTICAL

STEM OPERATION.

22. PROVIDE 4" FLANGE KIT AND INSTALL SALVAGE BLIND FLANGE.

23. PROVIDE 4" FLANGE KIT AND INSTALL 2 SALVAGED 4" GATE VALVES VERTICAL STEM OPERATION.

24. REMOVE WOOD SUPPORT AND PROVIDE NEW 10" PIPE SUPPORT.

25. PAINT FULL ABOVE GROUND METER ASSEMBLY SAFETY RED.

FLAG NOTES 26, 27, 28, & 29 NOT USED

SCALE:

CCAFS /KSC WATER METER

NTS

METER ENCLOSURE

SCALE:

CCAFS /KSC WATER METER

NTS

MAGMETER AND ENCLOSURE

SCALE:

CCAFS /KSC WATER METER

NTS

JUNCTION BOX

SCALE:

CCAFS /KSC WATER METER

NTS

ABOVEGROUND METER ASSEMBLY

SCALE:

CCAFS /KSC WATER METER

NTS

NORTHERN END OF METER

SCALE:

CCAFS /KSC WATER METER

NTS

SOUTHERN END OF METER

10" ABOVEGROUND METER ASSEMBLY

A

B

2 3

C

D

1 2 3

R E

P A

T

N

E S

L C

R

E

S

E R

V I C

E

C

C A

F S

S

H

O U

G H

T A

L I N

G

G

B

E A

R D

K

N A

4 5 6

U S

T

H

C

I V

I L

E

N G

I N

E E

R I N

G

S

Q U

A D

R O

N

I L

T

D

A T

E

C O

N T

R O

L

N

O

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

D B

K

C O

N T

R A

F

A

D

C

D

A

B

C A

N

A V

E R

A L

A

F S

F

L O

R I D

A

D B

E H

S

H

O U

G H

T A

L I N

G

S

H

O U

G H

T A

L I N

G

R A

E I S

R A

N G

E

A

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H I T

E C

T E

N G

I N

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R

I N

S P

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T I O

N

S

E R

V I C

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O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

CD-101

C

R

E

W

A T

T I L

I T

Y

D E

M O

L I T

I O

N

A

S

T O

R A

T I O

N

P

L A

N

SCALE:

LC41 FIRE WATER DELIVERY SYSTEM

1" = 20'

60'40'20'0'20'

GRAPHIC SCALE 1" = 20'

SCALE:

LC41 FIRE WATER DELIVERY SYSTEM

1" = 20'

DEMOLITION AND RESTORATION FLAG NOTES:

30. LOCATE SAWCUT AND REMOVE PORTIONS OF ABANDON IN PLACE SPIRAL STEEL 36" PIPE.

31. SALVAGE AND REMOVE POTIONS OF EXISTING 12" FIRE WATER PIPE, SAWCUT AND REMOVE CONCRETE PAD.

32. REMOVE PORTION OF EXISTING 12" & 10" FIRE WATER PIPE AND GROUT PLUG ABANDON BURIED OPEN END PIPE.

33. REMOVE PORTION & PLUG GALV IRON PIPE DRAIN SYSTEM BACK TO ADJACENT BRANCH SERVICE.

34. SAW CUT AND REMOVE PORTION OF VAULT WALL FOR 12" PIPE PENETRATION, RECAST VAULT WALL OPENING WITH PIPE PASSING

THROUGH WALL.

35. CLOSE ABANDON VALVE AND REMOVE VALVE BOX.

36. EXISTING FIRE HYDRANT, FITTINGS, AND VALVE TO BE REMOVED BY OTHERS.

37. PROVIDE CLEAN FILL AND EXCESS SPOILS FOR LEVEL GRADE OVER PIPE W/ 4:1 SLOPE TO RECAPTURE GRADES.

38. PROVIDE SOD RESTORATION TO DISTURBED AND FILLED EARTHEN AREAS, STAKE SOD ON SLOPED GRADES.

39. SAWCUT AND REMOVE CONSTRUCTION CONFLICT DRAINAGE FLUME AND REPLACE TO MATCH EXISTING W / 6" DRILL & EPOXY EMBED 12"

#4 DOWEL CONNECTION TO REMAINING DRAINAGE FLUME STRUCTURE. PROTECT IN PLACE DRAINAGE STRUCTURES TO REMAINING IN

PLACE. REMOVE AND REPLACE BETWEEN LAUNCH OPERATION SEQUENCES. DRAINAGE FLUME TO BE FULLY FUNCTION DURING LAUNCH

OPERATION.

40. REMOVE AND RESTORE CONFLICT 12" PVC DRAINAGE PIPE.

41. PROVIDE AND MAINTAIN SILT FENCE, REMOVE FOR LAUNCH OPERATIONS AS DIRECTED BY ULA.

42. PROVIDE AND MAINTAIN HAY BALE BLOCK IN OPEN DRAINAGE FLUME, REMOVE FOR LAUNCH OPERATIONS AS DIRECTED BY ULA.

DRAINAGE FLUME TO BE FULLY FUNCTION DURING LAUNCH OPERATION.

43. PROVIDE AND MAINTAIN SAND BAG BLOCK W/ 2-6" FLEX HDPE DRAINAGE TUBING TO TEMPORARY REROUTE DRAINAGE.

44. SAW CUT AND REINSTALL ASPHALT PAVEMENT. PROVIDE & MAINTAIN TEMPORARY PAVEMENT AND FINAL RESTORATION WITH 30 DAYS OF

PAVEMENT REMOVAL.

45. PROVIDE SHEETING AND SHORING TO PROTECT UP HILL FACILITIES FROM LOSS OF FOUNDATION SUPPORT SOILS.

46. EXCAVATION FOR PIPE PENETRATION INTO VALVE VAULT.

47. TEMPORARY PAD FLUME DRAINAGE DIVERSION - SANDBAG FLUME & DIVERT DRAINAGE THROUGH 2-6" SINGLE WALL FLEX HDPE TUBING

AWAY FROM EXCAVATION AREA, REMOVE FOR LAUNCH OPERATIONS AS DIRECTED BY ULA.

48. EXISTING UTILITY LINES PROTECT IN PLACE, COORDINATE ANY RELOCATION AND OUTAGE WITH ULA.

FLAG NOTE DETAILS:

A

B

2 3

C

D

1 2 3

R E

P A

T

N

E S

L C

R

E

S

E R

V I C

E

C

C A

F S

S

H

O U

G H

T A

L I N

G

G

B

E A

R D

K

N A

4 5 6

U S

T

H

C

I V

I L

E

N G

I N

E E

R I N

G

S

Q U

A D

R O

N

I L

T

D

A T

E

C O

N T

R O

L

N

O

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

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T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

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4 5

M A

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D E

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R I P

T I O

N D

A T

E A

P P

R

D B

K

C O

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F

A

D

C

D

A

B

C A

N

A V

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A L

A

F S

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L O

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A

D B

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G H

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L I N

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S

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R A

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A

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E n t e r p r i s e s

CD-102

41 44

CC-501

CC-501

CC-501

ULA SPECIAL INSTRUCTION:

LC41 IS AN ACTIVE LAUNCH FACILITY, CONTRACTOR SHALL REMOVE ALL CONSTRUCTION EQUIPMENT AND MATERIALS FROM LC41 TO

ACCOMMODATE LAUNCH OPERATIONS. PRESSURIZED WATER AND DRAINAGE SYSTEMS SHALL BE FULLY FUNCTIONAL FOR LAUNCH

OPERATIONS.

PREVIOUS CONSTRUCTION PROJECTS IN THE AREA ALLOWED SILT TO WASH INTO THE ADJACENT LAUNCH EXHAUST DUCT (LED) WHICH

FILLED THE SUMP AND DAMAGED PUMPS. ULA HAS SPECIFICALLY REQUIRED THE CONTRACTOR TO IMPLEMENT AND MAINTAIN EROSION

CONTROL MEASURES TO PREVENT SILTS FOR ENTERING THE LED FROM STORM WATER AND SYSTEM FLUSHING WATER. CONTRACTOR IS

RESPONSIBLE FOR THE REMOVAL OF ANY SILTS ENTERING THE LED FROM HIS CONSTRUCTION WORK.

G/N2 G/N2 G/N2

G N

E E

G/N2 G/N2

G/N2 G/N2

G/N2 G/N2

WW

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

SF SF SF

S

F

S

F

CD-102

L C

L

N

N E

C T

I O

N

D E

M O

L I T

I O

N

A

S

T O

R A

T I O

N

P

L A

N

90'60'30'0'30'

GRAPHIC SCALE 1" = 100'

SCALE:

VALVE PIT - SECTION

1" = 30'

300'200'100'100'

GRAPHIC SCALE 1" = 30'

SCALE:

VALVE PIT - AREA PLAN

1" = 100'

SCALE:

VALVE PIT - PLAN VIEW

1" = 30'

SILT FLOW

M

I N

FILTER FABRIC

ELEVATION

SECTION

EROSION CONTROL NOTES:

1. AFTER EACH STORM EVENT, THE SILT FENCE SHALL BE INSPECTED. SEDIMENT DEPOSITS SHALL BE REMOVED AND

WASHOUTS/STRUCTURAL FAILURES SHALL BE REPAIRED IMMEDIATELY.

2. TWO SILT FENCES SHALL BE ATTACHED BY PLACING THE END POST OF THE SECOND FENCE INSIDE THE END POST

OF THE FIRST FENCE. BOTH POSTS SHALL BE ROTATED AT LEAST 180° IN A CLOCKWISE DIRECTION TO CREATE A

TIGHT SEAL WITH THE FABRIC MATERIAL. DRIVE BOTH POSTS 18" INTO THE GROUND & BURY FLAP.

3. SILT FENCES SHALL BE REMOVED ONLY AFTER DISTURBED AREAS HAVE BEEN STABILIZED.

WOOD POST @ 10' O.C.

MIN 1" X 2" X 3'

TRENCH MIN 4" X 4"

BURY MIN 8" OF FABRIC IN TRENCH

GEOTEXTILE SILT SCREEN

STAPLE TO POST

SCALE:

EROSION CONTROL MEASURES

NONE

CD-102

5 GN2 GAS TUBING

ELECTRICAL CONDUIT

HEADER

SUPPORT

DELUGE

HEADER

WALL PENETRATION

12" FL PIPE

W / DRAIN

12" WATER

BUTTERFLY VALVE

GROUND WIRE

12" WATER

DELUGE

HEADER

ELEVATED

WALKWAY

ELEVATED

WALKWAY

EXCAVATION AREA

SLUES GATE

HAY

BALE

LED

VALVE

VAULT

VALVE

VAULT

DRAINAGE

FLUME

GN2

PANEL

GN2

PANEL

SCALE:

SOUTHERN SIDE OF VALVE PIT

NTS PHOTO

SCALE:

EASTERN SIDE OF VALVE PIT

NTS PHOTO

SCALE:

SOUTHEAST CORNER OF VALVE PIT

NTS PHOTO

SCALE:

PIPE ENTRY INTO VALVE PIT

NTS PHOTO

SCALE:

SOUTHWEST CORNER OF VALVE PIT

NTS PHOTO

SCALE:

SOUTHWEST CORNER OF VALVE PIT

NTS PHOTO

GALV. IP DRAIN

PIPE REMOVAL

IN VALVE VAULT

WORK AREA

EXCAVATION AREA

EXISTING GRADE

EXTERIOR EXCAVATION

SHEETING & SHORING

A

B

2 3

C

D

1 2 3

R E

P A

T

N

E S

L C

R

E

S

E R

V I C

E

C

C A

F S

S

H

O U

G H

T A

L I N

G

G

B

E A

R D

K

N A

4 5 6

U S

T

H

C

I V

I L

E

N G

I N

E E

R I N

G

S

Q U

A D

R O

N

I L

T

D

A T

E

C O

N T

R O

L

N

O

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

D B

K

C O

N T

R A

F

A

D

C

D

A

B

C A

N

A V

E R

A L

A

F S

F

L O

R I D

A

D B

E H

S

H

O U

G H

T A

L I N

G

S

H

O U

G H

T A

L I N

G

R A

E I S

R A

N G

E

A

R C

H I T

E C

T E

N G

I N

E E

R

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T I O

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O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

34 48

40 42

PROJECT DEMOLITION FLAG NOTE COORDINATION:

SEE SHEET CD-101 FOR DEMOLITION FLAG NOTE APPLICABLE TO THIS SHEET.

1.9

B(22-1/2)

C

B (45°)

A

2.6

0.8

1.4

LETTER

4"

13.7 9.73.8

19.4

5.0

9.1

2.6

5.3

2.9

1.5

13.7

7.5

3.8

10.5

5.4

8"6" 10" 12"

6.5

PRIME COAT

12" STABILIZED SUBBASE,

COMPACT TO 95% MODIFIED

PROCTOR DENSITY, MIN LBR 40

9" LIMEROCK BASE, COMPACT TO

98% MODIFIED PROCTOR DENSITY,

MIN LBR 100 - IN OVERLAY AREAS

OMIT LIMEROCK BASE AND USE TEMP

DRIVING SURFACE GRAVEL AS BASE

24" SOD

6"

BACKFILL IN 8" LIFTS 95%

COMPACTION PRIOR TO

CONTINUING WITH

SUCCEEDING LAYER

FINISHED GRADE - PROVIDE

NOTED SURFACE RESTORATION

#10 INSULATED

SOLID COPPER WIRE

SCALE:

ASPHALT PAVEMENT

NONE

CC-501

SCALE:

TYPICAL TRENCH SECTION

NONE

CC-501

SCALE:

THRUST BLOCKS

NONE

CC-501

TRENCH NOTES:

1. TRENCH SIDE SLOPE AND SHORING SHALL BE IN ACCORDANCE WITH OSHA CONSTRUCTION STANDARDS FOR EXCAVATION ( 29

CFR PART 1926.650 - .652, SUBPART P).

2. COMPACTED BACKFILL MATERIAL SHALL BE FREE OF ASPHALT, LARGE ROCKS (3" DIA. MAX.), WOOD, ROOTS AND OTHER

ORGANIC MATTER.

3. CONTRACTOR SHALL EXCAVATE BOTTOM OF TRENCH TO ALLOW FOR BELL SECTION OF PIPE.

4. BACKFILL SHALL BE COMPACTED BENEATH THE HAUNCHES OF THE PIPE USING MECHANICAL TAMPS. THIS COMPACTION SHALL

BE 95% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180, O D.OR O.T. SPECIFICATIONS WHICHEVER IS GREATER.

5. BASE MATERIALS SHALL BE EITHER OF THE SAME TYPE AND COMPOSITION AS THE MATERIALS REMOVED OR EQUAL OR

GREATER STRUCTURAL ADEQUACY.

MIN 1'

O D

V A

R I E

S

M

C

O V

E R

MIN 2' SEPARATION

SINGLE PIPE

TRENCH WALL

DUAL PIPE

TRENCH WALL

MAX. WATER LEVEL

PERMITTED DURING

CONSTRUCTION

SAW CUT BACK FOR CLEAN

EDGE PRIOR TO PAVING,

TACK COAT

WARNING TAPE

NOTE: IF THE DEPTH OF THE VALVE NUT IS GREATER THAN 48" BELOW GRADE, OR 30" BELOW GRADE

AND UNDER THE WATER TABLE, A VALVE EXTENSION WILL BE REQUIRED. ALL NEW VALVES.

COORDINATE WORK WITH CCAFS WATER AND WASTE DEPT.

SCALE:

BURIED VALVE

NONE

CC-501

FINISHED GRADE

OPEN

CI VALVE BOX

3'x3'x4" CONCRETE PAD

INDICATE PIPE SIZE AND FLOW

DIRECTION IN BLUE PAINT

2" SQ. OPERATOR VALVE

(OPEN CLOCKWISE)

#10 AWG INSULATED

SOLID COPPER WIRE

18"x18"x3"

CONCRETE PAD

POST INDICATOR

VALVE NOTES:

PAINT POTABLE WATER VALVE BOX COVERS BLUE.

PAINT FIRE WATER VALVE BOX COVERS & POST INDICATORS RED.

SCRIBE IN WET POURED CONCRETE PAD WATER LINE DIRECTIONS.

IMBEDDED WITHIN CONCRETE PAD, MIN 2" DIA T BRASS SURVEY MARKER FOR OTHERS TO

MARK OF VALVE NUMBER.

BRASS SURVEY

MARKER (TYP)

BRASS SURVEY

MARKER

ASPHALT SURFACE

BASE

4'X4'X6" THICK CONC. PAD

TYP. EACH VALVE BOX.

3" DIA. BRONZE

OR S.S. DISC

ANCHORED IN CONC.

#4 BARS

ALL AROUND

3" DIA. BRONZE OR STAINLESS STEEL

DISC ANCHORED IN CONC.

4" x 4" x 18" LONG (MIN.) PRECAST

POST WITH 3" DIAMETER BRONZE

DISC SET IN GROUT AS SHOWN

ABOVE.

VALVE BOX AND

COVER (TYP.)

TOP FLUSH WITH

FINISHED GRADE

3000 P.S.I. CONCRETE MIN.

VALVE BOX AND COVER (TYP.)

ANCHOR

(TYP.)

SCALE:

VALVE COLLAR

NONE

CC-501

IMPROVED CONDITION

UNIMPROVED CONDITION

2" MIN.

CC-501

CC-501

#57 STONE

SUPPORTS

2 COURSES OF ASPHALTIC CONCRETE, 1ST COURSE

1.5" FDOT SP-I2.5 COURSE, 2ND COURSE 1.25" FDOT

SP-12.5 FINE, TACK COAT BETWEEN COURSES

CC-501

C I V

T

A I L

S

16"

FINISH GRADE

CONCRETE ENCASEMENT

3,000 PSI MINIMUM

12"

6" DIA SCH 4O STEEL

PIPE PAINTED PRIME

COAT THEN OSHA

SAFETY YELLOW

1/2" SLOPE

FILL WITH CONCRETE

AND ROUND OFF TOP

SCALE:

TRAFFIC BOLLARD

NONE

CC-501

SCALE:

NONE

CC-502

WATER

VALVE

PIPE W/ ANCHOR MJ GLANDS

SCALE:

DRAINAGE FLUME

NONE

CC-501

LEVELING COURSE, 12" FDOT

57 STONE

IN UNSUITABLE SOILS,

OVER-EXCAVATION IS

REQUIRED

3" POWER CONDUIT

METER BOX

24"x24"x12" NEMA 4X

W/HINGED FRONT COVER

3" COMM CONDUIT

RECESSED HIDDEN PADLOCK CLIP

ALUMINUM 2 DOOR HATCH

OPEN LOCK ARM

PEDESTRIAN RATED 30"X48"

2" METER CONDUIT

M I N

TRANSDUCER

16" C-905 PVC PIPE

DOGHOUSE

STRUCTURE

DI TEE OR TAPPING SADDLE WITH

6" BRANCH ON WATER MAIN

VALVE BOX WITH THE

WORD "WATER" ON

COVER

4 1/2" PUMPER NOZZLE

FACING THE ROAD

EDGE OF

PAVEMENT

THRUST BLOCK

HYDRANT TO HAVE TRAFFIC

BREAK SECTION

HYDRANT SHOE FUSION

BONDED EPOXY COATED

UF #10 INSULATED COPPER WIRE

3'x 3'x 12" CONCRETE

COLLAR WITH 8 MIL POLYETHYLENE

BETWEEN BARREL AND CONCRETE

M

I N

M

A X

PIPE W/ ANCHOR

MJ GLANDS

6' TO 7'

HYDRANT TO BE PAINTED @ FACTORY W/

HIGH-PERFORMANCE EPOXY, FIELD APPLY

FINAL PAINT YELLOW POTABLE & RED

NON-POTABLE COLOR AND BONNET BASED

ON HYDRANT FLOW RATE

SAWCUT JOINT,

DRILL & EPOXY 12" #3 BAR

3,000 PSI CONC. (MIN)

BROOM FINISH TYPICAL

W / WWF 6X6 W2.9XW2.9

6"

SECTION

MATCH

EXISTING

PLAN

SCALE:

THRUST COLLAR

NONE

CC-501

UNDISTURBED EARTH

18"

TRENCH

12"

MAX

6"

MIN

6-#5 BARS HORZ, 2-#5 BARS VERT

3" CL

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3,000 PSI CONCRETE

3" CL

ANCHOR RETAINER GLAND

WATER

PIPE

TRENCH COMPACTED BACKFILL

98% MODIFIED PROCTOR

MIN 15' BEHIND COLLAR

SCALE:

METER VAULT

NONE

CC-501

FIRE HYDRANT NOTES:

HAVE BASE CONTRACTOR FLOW TEST AND CONTRACTOR THEN

PAINT ALL NEW, REUSED, OR FIRE HYDRANTS LOCATED ON

EXISTING WATER LINES CONVERTED TO DEDICATED FIRE WATER

DISTRIBUTION SYSTEM:

SAFETY BLUE - 1,500 GMP OR MORE

SAFETY GREEN - 1,000 TO 1,499 GPM

SAFETY ORANGE - 500 TO 999 GPM

SAFETY RED - BELOW 500 GPM

PAINT FIRE HYDRANT BONNET COLOR BASED OF FLOW TEST

RATE.

ALL REMAINING EXPOSED PORTIONS OF FIRE HYDRANT PAINT

COLOR BASED ON TYPE OF WATER SYSTEM IT IS CONNECTED TO.

TEMPORARY DRIVING SURFACE

12" CRUSHER RUN GRAVEL

COMPACTED IN PLACE

TYPICAL TRENCH SECTION

CC-501

PAVEMENT CROSSING NOTES:

1. CLOSE ALL PAVEMENT UTILITY CROSSING

TRENCH SAME DAY OF UTILITY

INSTALLATION WORK.

2. PROVIDE AND MAINTAIN TEMPORARY

PAVEMENT RESTORATION DURING

BACKFILLING OF PAVEMENT UTILITY

TRENCHES.

SCALE:

PAVEMENT TEMPORARY REPAIR

NONE

CC-501

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FLAT BOTTOM TRENCH BACKFILL

LIGHTLY CONSOLIDATED TO

CENTERLINE OF PIPE

BACKFILL IN 6" LIFTS

THOROUGHLY TAMPED TO

95% COMPACTION

SLOPE PER OSHA (29 CFR

PART 1926.650-.652)

UNDISTURBED STABLE

SOIL MATERIAL

HEAVY DUTY FIBERGLASS CHANNEL &

SS ASSEMBLY UNA-STRUT ASSEMBLY

ADDITIONAL SUPPORT BASED ON

EQUIPMENT & LOAD

3" COMM &

ELEC SERVICE

EC-101

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SCALE:

CCAFS /KSC WATER METER

1" = 20'

NORTH PHILLIPS PARKWAY

60'40'20'0'20'

GRAPHIC SCALE 1" = 20'

GENERAL ELECTRICAL NOTES:

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

2. DESIGN DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, BENDS, ELBOWS, OR OTHER SPECIFIC

ELEMENTS THAT MAY BE REQUIRED FOR PROPER INSTALLATION OF THE WORK. SUCH WORK SHALL BE VERIFIED

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

LOCATIONS OR OTHER JOB CONDITIONS, SHALL BE PROVIDED TO COMPLETE THE WORK AT NO ADDITIONAL COST

TO THE GOVERNMENT.

3. EXCEPT WHERE SHOWN IN DIMENSIONAL DETAIL, THE LOCATIONS OF EQUIPMENT SHOWN ON PLANS ARE

APPROXIMATE. SUCH ITEMS SHALL BE PLACED TO ELIMINATE INTERFERENCE WITH OTHER EQUIPMENT. THE EXACT

LOCATIONS SHALL BE DETERMINED IN THE FIELD.

4. MATERIALS SHALL BE LISTED BY THE UNDERWRITER'S LABORATORIES, INC. OR ANOTHER APPROVED/CERTIFIED

TESTING LABORATORY.

5. SHOULD PLANS AND CODES CONFLICT, CONTACT THE CONTRACTING OFFICER. MAKE NO CHANGES, EVEN IN CASE

OF CONFLICT, WITHOUT FIRST OBTAINING THE APPROVAL OF THE CONTRACTING OFFICER.

6. THE INSTALLATION OF THE ELECTRICAL WORK SHALL BE COORDINATED WITH THE WORK OF THE OTHER TRADES.

7. THE INSTALLATION SHALL BE ACCOMPLISHED BY WORKERS SKILLED IN THIS TYPE OF WORK. THE INSTALLATION

SHALL BE MADE SO THAT THERE IS NO DEGRADATION OF THE DESIGNED FIRE RATINGS.

8. PROVIDE, AS USED HERE ON THE DRAWINGS, IS AN ALL-INCLUSIVE TERM REQUIRING CONTRACTOR TO FURNISH, INSTALL, WIRE, AND CONNECT ALL SPECIFIED EQUIPMENT AS WELL AS COMPONENTS, ACCESSORIES, WIRING, AND

MOUNTING HARDWARE TO INSURE THAT SPECIFIED EQUIPMENT FUNCTIONS TO MEET SYSTEM(S) REQUIREMENTS.

9. WHERE NEW-TO-EXISTNG CONNECTIONS ARE INDICATED, PROVIDE ALL MATERIALS (JUNCTION BOXES, CONDUIT, WIRE, AND CONNECTIONS) AND LABOR REQUIRED TO MAKE THE CONNECTIONS.

10. PROTECT EXISTING UTILITIES FROM DAMAGE. REPAIR OR REPLACE UTILITIES OR OTHER PROPERTY DAMAGED BY

OPERATIONS IN CONJUNCTION WITH THE COMPLETION OF THIS WORK.

11. ALL BOLTS, NUTS, WASHERS, ETC. USED FOR GROUNDING AND BONDING CONNECTIONS SHALL BE COPPER.

CONTRACTOR SHALL UTILIZE CONNECTORS TO PREVENT GALVANIC ACTION.

12. FINAL ACCEPTANCE WILL DEPEND UPON SATISFACTORY PERFORMANCE OF EQUIPMENT. NO CONDUCTOR SHALL BE

ENERGIZED UNTIL THE INSTALLATION HAS BEEN APPROVED.

13. GROUNDING AND LIGHTNING PROTECTION INSTALLATION SHALL COMPLY WITH NFPA 780 AND AFI 32-1065.

14. MAINTAIN 6' CLEARANCE BETWEEN EACH MAST AND THE EQUIPMENT.

15. FIELD LOCATE EXISTING UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION.

16. OBTAIN BURN PERMIT PRIOR TO EXOTHERMIC WELD OPERATIONS, CALL 321-853-5211.

LEGEND:

AIR TERMINAL

GROUND ROD

GROUND CONDUCTOR, BELOW GRADE

17. GROUNDING SYSTEM RESISTANCE TEST PER AFI32-1065: USE THE PROCEDURE DESCRIBED HERE OR THE

PROCEDURE RECOMMENDED BY THE TEST INSTRUMENT MANUFACTURER. DETAIL ILLUSTRATES AUXILIARY PROBE

LOCATIONS FOR ALL-OF-POTENTIAL GROUND RESISTANCE TESTS. WHERE POSSIBLE, CONDUCT THIS TEST AT THE

CORNER OF THE BUILDING OPPOSITE THE ELECTRICAL SERVICE ENTRANCE. EXERCISE CAUTION: UNDERGROUND

METALLIC PIPING MAY INFLUENCE READINGS. POSITION PROBES AS FAR AS POSSIBLE FROM THE GROUNDING

SYSTEM UNDER TEST. YOU MAY TEMPORARILY DISCONNECT ELECTRICAL SERVICE FROM OTHER GROUND

CONNECTIONS. HOWEVER, MAKE SURE YOU RECONNECT THE GROUND OR SHOCK HAZARD WILL RESULT.

CONNECT THE APPROPRIATE LEAD OF A FALL-OF-POTENTIAL METER TO THE GROUND ROD AT THE TEST SITE.

X: PLACE THE POTENTION REFERENCE PROBE AT A DISTANCE GREATER THAN ONE-HALF THE DIAGONAL LENGTH OF THE

SYSTEM UNDER TEST, BUT NOT LESS THAN 25 FEET.

Y: PLACE THE CURRENT REFERENCE PROBE 90 DEGREES FROM THE POTENTIAL REFERENCE PROBE (IN A DIRECTION AWAY

FROM THE FACILITY UNDER TEST) AND THE GROUND ROD UNDER TEST, AND AT A DISTANCE GREATER THAN ONE-HALF OF THE

BUILDING DIAGONAL LENGTH, BUT NOT LESS THAN 25 FEET FROM THE POTENTIAL REFERENCE PROBE.

NOTE THAT THE DISTANCES BETWEEN PROBES ARE EQUAL. FOR BUILDINGS WITHOUT A GROUND LOOP CONDUCTOR, PERFORM

THIS TEST AT EACH GROUND ROD. RESISTANCE SHALL BE LESS THAN 10 OHMS.

SUBMIT GROUND TEST RESULTS FOR APPROVAL.

FLAG NOTES:

1. PROVIDE NEW 30' CONCRETE POLE WITH 2' AIR TERMINAL. TOP OF AIR TERMINAL IS APPROXIMATELY 22' ABOVE GRADE. POLE

SHALL BE A MINIMUM OF 5' FROM EDGE OF PAVEMENT.

2. PROVIDE NEW 30' LIGHTNING MAST WITH 24" AIR TERMINAL MOUNTED ON TOP. POLE SHALL BE TYPE III PRECAST CONCRETE.

PROVIDE (2) #2/0 DOWN CONDUCTORS. SEE DETAIL ON THIS SHEET.

3. GROUND ROD, 3/4" DIAMETER x 20' LONG. ROD SECTIONS SHALL BE EXOTHERMICALLY WELDED TOGETHER.

4. BARE COPPER GROUND CONDUCTOR, #2/0 BURIED 30" BELOW GRADE.

5. ROUTE EACH DOWN CONDUCTOR TO A GROUND ROD.

6. PROVIDE NEW DOWN CONDUCTORS AND GROUND ROD.

7. PROVIDE A BONDING CONDUCTOR TO EXISTING PIPING WITHIN 25' OF THE LIGHTNING PROTECTION SYSTEM. MINIMUM

CONDUCTOR SIZE SHALL BE #6.

SCALE:

LIGHTNING MAST DETAIL - NEW

NONE

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30' TYPE III

CONCRETE

POLE WITH

5" HIGH

TENON MOUNT

GRADE

PROTECT DOWN

CONDUCTOR WITH

SCHEDULE 40 PVC

MIN. 6' ABOVE GRADE

& A MIN. 6" BELOW

GRADE

SECURE DOWN

CONDUCTOR

AT 3' INTERVALS USING

BIMETALLIC

FASTENERS

MIN. 30" BELOW

GRADE

2/0 COPPER DOWN

CONDUCTOR

24" AIR TERMINAL

MOUNTED TO TOP OF

POLE. CLAMP AIR

TERMINAL TO TENON

MOUNT

TO GROUND ROD

3/4"x20'

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(TYP)

G

SCALE:

LC41 FIRE WATER METER

1" = 20'

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SCALE:

LC41 FIRE WATER DELIVERY SYSTEM

1" = 20'

60'40'20'0'20'

GRAPHIC SCALE 1" = 20'

SCALE:

LC41 FIRE WATER DELIVERY SYSTEM

1" = 20'

FLAG NOTES:

1. PROVIDE 2 #8 & 1 #10 GND FROM EXISTING PANEL CLOX-DP CIRCUIT 2,4,6. ROUTE THROUGH 2" CONDUIT ABOVE GRADE AND 3"

CONDUIT BELOW GRADE TO NEW TRANSFORMER. SEE CIVIL DRAWING C-101 FOR CONDUIT ROUTE.

2. PROVIDE NEW TRANSFORMER, 3KVA, SINGLE-PHASE, 480V-240/120V. ENCLOSURE SHALL BE 316 STAINLESS STEEL. PROVIDE 2 #12

& 1 #12 GND FROM TRANSFORMER TO EACH DISCONNECT SWITCH.

3. PROVIDE NEW NEMA 4X STAINLESS STEEL, 240V, 30A FUSED DISCONNECT SWITCH. FUSE AT 15A.

4. PROVIDE 2 #12 AND 1 #12 GND FROM DISCONNECT SWITCH TO CONTROL VALVE.

5. PROVIDE NEW NEMA 4X STAINLESS STEEL, 480V, 30A FUSED DISCONNECT SWITCH. FUSE AT 10A.

6. ELECTRICALLY OPERATED CONTROL VALVE.

GENERAL ELECTRICAL NOTES:

1. SEE DRAWING EC-101 FOR GENERAL ELECTRICAL NOTES.

F T

LEGEND:

TRANSFORMER

DISCONNECT SWITCH

MOTORIZED VALVE, ELECTRICALLY

OPERATED.

CLOX-DP1

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12"

AS REQUIRED

316 STAINLESS STEEL

3" ROUND SUPPORT ASSEMBLY &

CONNECTION SYSTEM

1-1/2" MIN. 316 S.S.

MOUNTING CHANNEL

POST CAP

NEMA 4X DISCONNECT SWITCH. SIZE AND

QUANTITY AS SHOWN ON SCHEDULE.

MOUNT BETWEEN 4

'- 5' ABOVE GRADE.

CONDUIT AS SHOWN

ON THE SITE PLANS

ADJACENT TRANSFORMER CONCRETE PAD

SCALE:

DISCONNECT SWITCH SUPPORT DETAIL

NONE