As Builts.pdf

Note: This drawing inaccurately indicates portions of the existing facility (Item 4 in the New Work Notes below) on the SW side of the taxiway. The entire existing facility is located on the NE side of the taxiway. All measurements must be confirmed by the contractor.

1'-8

TYPE 5

10'-9"

TYPE 3

1----6" DIA PVC HEADER

SCH 80 (TYP.)

TYPE 5

LAY PIPING INSIDE

1.-----TRENCH DRAIN (TYP)

TYPE 4

TYPE 3

5 •

•1

5"

4•i1"

! TYPE 1

9.15"

TYPE 2

1YPE 3

l

9"

TYPE 4

9'_111"

TYPE 5

TYPE 5

ANCHOR PIPE HERE

TYPE 4

TYPE 3

TYPE 2

TYPE 1

TYPE 2

TYPE 3

TYPE 2

\ TYPE 1 TYPE 3

PATTERN

i----- --- - 38'-6" --- ------1

1>---------.----------(1)

8" DIA SCH 80, PVC

FROM RP-1

TYPE 5

TYPE 5

ANCHOR PIPE HERE

TYPE 4

TYPE 3

CENTERLINE OF TAXIWAY

AT RINSE FACILITY

(1)--'......---TYPE 2

¥---TYPE 1

,.-())--- TYPE 2

TYPE 3

36' r----...... / I

I

TYPE 4

ANCHOR PIPE HERE

TYPE 5

I

6" DIA

PVC SCH 80

(TYP)

PIPING PLAN

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

NOTES:

8" DIA

PVC SCH 80

1. ALL NOZZLES DISCHARGE SIMULTANEOUSLY.

TYPE 4

ANCHOR PIPE HERE

TYPE 5

2. NOZZLE DISHCARGE PATTERNS ARE ONLY SHOWN FOR SELECTED NOZZLES FOR

CLARITY. NOZZLE ORIENTATIONS ARE SYMMETRICAL IN ALL DIRECTIONS.

3. UPPER DRAWING SHOWS AIRCRAFT AT RECOMMENDED POSITION OF RINSE CYCLE

ACTIVATION AND THE START OF A 13-SECOND RINSE. LOWER DRAWING SHOWS HOW

TYPE 5 NOZZLES COVER THE VERTICAL FINS.

RINSE FACILITY

RUNOFF WATER

TRENCH

RINSE TANK RESERVOIR

SET AT

FULL FLOW BYPASS LINE

BALANCING PLUG

VALVE

SAFE1Y RELIEF VALVE

SET AT 115 PSIG

ADJUSTABLE

CTH....-<J--L--------K.

3-WAY

DIVERTER

VALVE

VENTURI PRESSURE

DIFFERENTIAL METER RINSE PUMP RP-1

(TWO BUTTERFLY

VALVES LINK

TO ONE ACTUATOR)

SLUICE

GATE

STORM,":;:e--C

ATE �

LIFT TANK

COORDINATE WITH CIVIL

DRAWINGS FOR LOCATION

OF VALVES

TO STORM DRAINAGE

TAXIWAY CENTER LINE',

UNDERGROUND / ', PIPING

7f ABOVE GROUND

PIPING

'�2" PVC WATER LINE

SCHEMATIC FLOW DIAGRAM

NOT TO SCALE

NOTE:

SOME EQUIPMENT SHOWN HERE IS DETAILED

ON CIVIL PLANS.

AIRCRAFT SENSING

LOOP N0.2

RINSE

RESERVOIR

TANK

DUPLEX LIFT PUMPS

o·

' ' ' AIRCRAFT SENSING

LOOP N0.1 '

't, I I I I

RINSE PIPING LAYOUT

SCALE: 1/16" = 1-0"

2" MAKE UP WATER LINE

FROM BACKFLOW

PREVENTER

TO INDUSTRIAL WASTE PLANT

RINSE TANK RESERVOIR

8" DISCHARGE LINE

8" BYPASS LINE

DISCHARGE.---......._,) LEVEL CONTROLS

2" PVC WATER LINE�

STATE OF Q::,

;-lORl-0� fD '-"'G

SHT. REF. NO.

M2

NO.

EQUIPMENT LAYOUT

SCALE: 1 / 4" = 1-0"

REVISION DATE

AIR EDUCATION & TRAINING COMMAND

325 1M CIVIL ENGINEERING SQUADRON

TYNDALL A.F.B. FL. 32403-5014

CONSTRUCT AIRCRAFT

RINSE FACILITY

PIPING

DESIGNED BY

RBP

DATE

28 JUL 98

DRAWING NUMBER FILE LOCAT!OI\

SCALE SHEET

BY

DRAWN BY

JMT AS SHOWN

PROJECT NUMBER

XLWU 98-1031 10 OF 16

Note: This drawing inaccurately indicates portions of the existing facility (Rinse Tank Reservoir) on the SW side of the taxiway. The entire existing facility is located on the NE side of the taxiway. All measurements must be confirmed by the contractor.

D

LJ "

ITT

ITT

0..:

NOTE:

385' APPROXIMATE

DISTANCE

C4 C5

-413

FORCE MAIN DISCHARGE TO

EXISTING SANITARY SEWER

MANHOLE

V

ALL ELEVATION INFORMATION USED OR

REFERENCED ON THIS SHEET WAS PROVIDED

BY BASE CIVIL ENGINEER.

S-419

UNMAPPED SANITARY SEWER MANHOLE APPROXAMETLY 385'

FROM Sf'NITARY SEWER MAN HOLE # S208, CONNECTED

BY A 8 PVC GRAVITY PIPE. THIS UNMAPPED MANHOLE

IS PRESENTLY THE TERMINATION OF THE 8" MAIN ALONG

FLORIDA AVENUE. A 5" LATERAL IS FEEDING THE SYSTEM

FROM THE NORTH

TOP ELEVATION: 26.3

INVERT IN: 19.1

INVERT OUT: 19.D

O Sxx

MH

NEW DOUBLE CHECK VALVE

8'\CKFLOW PREVENTER

EXISTING

LIFT STATION-__,,

2'Pvc

DUCT BANK (APPROXIMATE LOCATION PARRALLEL TO TAXI WAY)

AND SANITARY SEWER LINE LOCATION NOT EXACTLY KNOWN

CONTRACTOR TO VERIFY LOCATION PRIOR TO BORINGc-

____ w, ADJUST CASING TO PASS UNDER DUCT BANK AND

SANITARY SEWER LINE MINIMUM OF 12•.

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SITE UTILITY PLAN

SCALE: 1 • = 60'

,---------INEW AIRCRAFT RINSE

FACILITY AREA

"t-......,---1----.i:

SEE SHEET C2

C4

EXTEND CASING 5' BEYOND

PAVEMENT EDGE

4" INDUSTRIAL WASTE SEWER IN 14"

CASING BY JACK AND BORE INSTALLATION

I I

C4 C6

GRAPHIC

0 30' 60' 1''=60'

! cl] ,.

' SJ. A

?/31 "'.'.)

£NG11-1.t-'t.�

SCALE

120· 180'

SHT. REF. NO.

C4

NO. REVISION DATE

AIR EDUCATION & TRAINING COMMAND

CIVIL �NGINEERING SQUADRON

TYNDALL A.IF.B. IFL. 32403-5014

CONSTRUCT AIRCRAFT

RINSE FACILITY

SITE UTILITY PLAN

DESIGNED 3Y DATE DRAWING NUMBER FILE LOCATION

PROJECT NUMBER SHEET

BY

MLL

DRAWN BY

MLL

28 JUL 98

SCALE

AS SHOWN XLWU 98-1051 5 OF 16

Note: This drawing inaccurately indicates portions of the existing facility on the SW side of the taxiway. The entire existing facility is located on the NE side of the taxiway to include the water supply line. All measurements must be confirmed by the contractor.

:i.:

(.)11

C1:I I

'col I -------------------------

11 - - - - _

X 16.0

FEATHER NEW PAVEMENT TO ---<

MATCH EXISTING PAVEMENT

GRADE.

X 1 .7

16.0

I

X 16.5 \ -

25' RADIUS (lYPICALr----...

X 17.0

7 .6 \

15 .4

1 .2

I

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FOR\CONTINUATION �

SEE S�EET M2

1 !BIi I: 11N1 1IENCH

C2 C6 lYPICAL FOR 2 C2 C5

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I 14.6

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'1_4.

NEW 15" PVC STORM -�

DRAIN @ 2.5%

NEW FLOW DIVERSION BOX, ---,

SEE SHEET M6 FOR VALVING DETAILS

\4 / --�NEW 15" PVc;,1NDUSTRIA

WASTE LINE @ 1.5%

I I c__

1 4.3'

__ ---++-.,,,.-�" PVC INDUSTRIAL

WASTE LINE @ 1.5%

,,,.---rr---NEW 5000 GAL FLOW EQUALIZATION BASIN

SEE DETAIL 5, SHEET C5

�-tt--NEW 8" PVC INDUSTRIAL

WAS LINE @ 1.5%

..----+,,--NEW 4" INDUSTRIAL

WASTE FORCE MAIN

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NOTE:

ALL ELEVATION INFORMATION USED OR

REFERENCED ON THIS SHEET WAS PROVIDED

BY BASE CIVIL ENGINEER.

NEW RINSE SYSTEM PIPING 8" .l,----_,., SEE SHEET M6

NEW 5000 GAL RINSE WATER RESERVOIR TANK. _.,,,___,,.

SEE RINSE PUMP SECTION DETAIL, SHEET M6

NEW 2" PVC WATER __ _,,.

LINE

SEE SHEET C4 FOR

CONTINUATION

"-lJ-.-7

11.s

SEE SHEET C4 FOR

CONTINUATION

t---------l-�-----L-----.::X-17-.4 :i - -------� --1---

'------'75.1'---.,__ ___ ---'114.4c...:::::=====.-.._c::::::::�

�2.5---' ...,.

11 FEATHER NEW PAVEMENT TO

MATCH EXISTING PAVEMENT

GRADE.

SITE LAYOUT & GRADING PLAN

SCALE: 1" - 30'

1,,_6

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£X/S17NC

+1150

------- 10 -----

LEGEND

DROP INLET

NEW

SPRAYH£4D/DRAINAGE TRENCH I I I I I I I I I I I I I

CONTOUR LINES �

SPOT ELEVATION +1150

INDEX CONTOUR LINE 10

BUILDING LINE ///(//

FENCE xx xx

SILT FENCE

ABBREV/A T!ONS

/NV

EL

G4L

NO.

INVERT

ELEVATION

G4LLON

REVISION DATE

AIR EDUCATION & TRAINING COMMA ND

CIVIL ENGINEERING SQUADRON

TYNDALL A.IF.B. IFL. 32403-5014

BY

GRAPHIC SCALE

1"=30' 0 15' 30' 60' 90'

SHT. REF. NO.

C2

CONSTRUCT AIRCRAFT

RINSE FACILITY

DESIGNED BY

MLL

DRAWN BY

MLL

SITE LAYOUT & GRADING PLAN

DATE DRAWING NUMBER FILE LOCATION

28 JUL 98

SCALE PROJECT NUMBER SHECT

1 "=30' XLWU 98-1031 3 OF 1 6

Note: This drawing inaccurately indicates portions of the existing facility (Rinse Tank Reservoir) on the SW side of the taxiway. The entire existing facility is located on the NE side of the taxiway. All measurements must be confirmed by the contractor.