astromatic car wash sheet list table...

3421 S. Briery Road

Irving, Texas 75060

(972) 986-7239

www.bigmanwashes.com

Disclaimer: Verification of site specific conditions and compliance with federal,

state, and local building codes is exclusive responsibility of the customer

and/or Architect and Engineer. NOT FOR CONSTRUCTION.

Confidential Warning: This work is the exclusive property of Big Man Washes,

Inc. All rights reserved. Any unauthorized use, or disclosure of any portion

thereof, is strictly prohibited.

* These drawings, images, graphics of Big Man Washes, Inc. are for reference only.

She

et

May 4, 2017

0

Cover S

heet

Co

rp

us C

hristi, T

exa

s

Astro

ma

tic C

ar W

ash

Astromatic Car Wash

Car Wash Equipment - Layout & Details

Corpus Christi, Texas

14502 Northwest Boulevard

Corpus Christi, TX 78410

Sheet List Table

Sheet

Number

Sheet Title

0 Cover Sheet

0.1

Overall Site Layout

1.1

Overall Equipment Layout

1.4

Equipment Motor Schedule

1.5

Equipment Chaseway Schedule

2.1

Conveyor Trench Layout

2.1.1

Conveyor Trench Details

3.1

Plumbing Layout

3.2

Reclaim System Layout

3.2.1

Reclaim System Details

3.2.2 Reclaim Tank Details

4.1

Underground Electrical Layout

4.1.1

Underground Electrical Details

4.1.2

Underground Electrical Details

4.1.3

DRB XPT Layout & Details

4.1.4

DRB XPT Layout & Details

POS

POS

POS

Scale:

C

Site Plan

1/16" = 1'

N

N

TUNNEL

EQUIPMENT

ENTRANCE

EXIT

P.O.S.

3421 S. Briery Road

Irving, Texas 75060

(972) 986-7239









She

et

May 4, 2017

0.1

Overall S

ite Layout

Co

rp

us C

hristi, T

exa

s

Astro

ma

tic C

ar W

ash

AFTERCARE

Scale:

B

Site Reference

N.T.S.

FREE VACUUM PARKING

16 @ 14' SPACING

PARKING

SITE

Northw

est Boule

vard (FM

624)

N

Scale:

A

Site Aerial Reference

N.T.S.

R

i

v

e

r

H

i

l

l

D

r

.

VACU

UM

TRASH



1.1

B

3421 S. Briery Road

Irving, Texas 75060

(972) 986-7239









She

et

May 4, 2017

1.1

Overall E

quipm

ent Layout

Co

rp

us C

hristi, T

exa

s

Astro

ma

tic C

ar W

ash

Scale:

A

Plan - Tunnel Equipment

3/16" = 1'

Scale:

B

Elevation - Tunnel Equipment

3/16" = 1'

Scale:

C

Plan - Laundry & Equipment Room

1/4" = 1'

ENTRY ARCH / PHOTO EYE

ROLLER UP TIRE SWITCH

TOTAL SHINE APPLICATOR

WRAP #1 DOUBLE-JOG

BODY WRAP

BISON BRUSH

DUAL COUNTER-WEIGHT

TOP BRUSH

WHEEL-BRITE

C.T.A.

DRYING AGENT ARCH

TOTAL BODY PROTECTANT ARCH

SEALER WAX ARCH

BLOWERS (10x)

BRINE TANK

ALL

3.2.1

CONVEYOR

CORRELATOR

R.P.Z.

BOOSTER PUMP &

BLADDER TANK DVFP-140

PRE-SOAK ARCH (BUG / FRAGRANCE)

35" SIDE BRUSH

21" SIDE BRUSH

WRAP #2 DOUBLE-JOG

BODY WRAP

TOTAL BODY PROTECTANT PUMP

TRIPLE-DRIP PUMP

DRYING AGENT PUMP

SEALER WAX PUMP

TRANSFORMER

LIGHTING PANEL

T.C.S.

TRIPLE-DRIP

28" SIDE BRUSH

DC S6-300-200 T2

WATER SOFTENER

MDP

MCC

TRI-COLOR FOAMER

BOOM PREP ARCH

SFM901 MITTER

SPOT-FREE (R.O.) ARCH

TIRE DRESSINGMIRROR RINSE

TIRE DRESSING PUMP

HAND SPRAYER PUMP

BUG FRAGRANCE PUMP

PRE-SOAK PUMP

C.T.A. PUMP

TOTAL SHINE #1 PUMP

TOTAL SHINE #2 PUMP

WRAP #2 FOAMER PUMP

WHEEL-BRITE PUMP

DS SPINNER (TOP) PS SPINNER (BOT)

HIGH PRESS. PUMP

AIR COMPRESSORS

TOP BRUSH FOAMER PUMP

TRI-COLOR #3 PUMP

TRI-COLOR #2 PUMP

TRI-COLOR #1 PUMP

WRAP #1 FOAMER PUMP

AIR MANIFOLD (BLOWERS)

WRAP #1 FOAMER

TOP BRUSH FOAMER

WRAP #2 FOAMER

REJECT STORAGE (900 GAL.)

SPOT-FREE STORAGE (900 GAL. EA.)

REJECT (R.O.) BOOSTER PUMP

DFS 14400 W/ CARBON FILTER

COMBO SKID (R.O.)

UNDERCARRIAGE

PREP UNIT

RECLAIM UNIT



SFM901 MITTER HIGH PRESS. SPINNERS

INCOMING WATER

CONVEYOR HYD. PUMP

CONVEYOR CHASEWAY

125'-0"

WRAP #1 HYD. PUMP (TOP)

21" & 28" BRUSH #1 HYD. PUMP (BOT)

WRAP #2 HYD. PUMP (TOP)

BISON / 35" BRUSH HYD. PUMP (BOT)

MANIFOLDS (AIR/WATER)

CONVEYOR SAFETY SWITCH

PREP AND ROLLER-UP CHASEWAYS

MOTOR SCHEDULE - TUNNEL

TAG DESCRIPTION HP

DCW Top Brush Drive

2

Mitter Drive (2x)

2

Blower #1-#10 15

3421 S. Briery Road

Irving, Texas 75060

(972) 986-7239









She

et

May 4, 2017

1.4

Equipm

ent M

otor S

chedule

Co

rp

us C

hristi, T

exa

s

Astro

ma

tic C

ar W

ash

Scale:

B

Plan - Tunnel & Support Equipment

1/4" = 1'

F

G

D

BC

T U

MOTOR SCHEDULE - EQUIP. ROOM

TAG DESCRIPTION HP

Prep Pump

7.5

Booster Pump (Reject)

5

Spot-Free Unit

5

Vacuum Producer 40

Reclaim Unit 5

Booster Pump (Master)

5

Conveyor Hydraulic Pump

(Top pump of 2 stacked)

10

Spare Hydraulic Pump

(Bottom pump of 2 stacked)

15

Wrap #1 Hydraulic Pump


7.5

21" Brush / 28" Brush Hydraulic Pump


7.5

Wrap #2 Hydraulic Pump


7.5

Bison Brush / 35" Brush Hydraulic Pump


7.5

Air Compressor #1

7.5

Air Compressor #2

7.5

DS Spinner High Pressure Pump

15

PS Spinner High Pressure Pump

15

A

B

C

D

E

F

G

H

J

K

L

M

N

T

U

N

A

P

Q

R

S

P E

L

M

J

K HR

Q

S

Scale:

A

Plan - Vacuum Equipment

1/4" = 1'



Scale:

A

Detail Section - Chaseway

3/4" = 1'

1'-0"

NOTE: CHASEWAYS

NEED TO PENETRATE

THE PIT SIDEWALL

BETWEEN 6" TO 16"

FROM THE PIT FLOOR

TYP

Scale:

B

Building Plan - Equipment Chaseways

3/16" = 1'

CHASEWAY SCHEDULE

TAG DESCRIPTION SIZE

PREP CHASE 4" PVC CHASE w/ ELECTRICAL 90

ROLLER UP CHASE 4" PVC CHASE w/ ELECTRICAL 90

UNDERCARRIAGE CHASE 4" PVC CHASE w/ ELECTRICAL 90

CONVEYOR HYDRAULIC, PULSE SWITCH4" PVC CHASE w/ ELECTRICAL 90

A

B

A

C

C

B

3421 S. Briery Road

Irving, Texas 75060

(972) 986-7239









She

et

May 4, 2017

1.5

Equipm

ent C

hasew

ay S

chedule

Co

rp

us C

hristi, T

exa

s

Astro

ma

tic C

ar W

ash

EQUIPMENT ROOM

TUNNEL

TRENCH

D

D

1.5

A



Scale:

A

Plan - Tunnel Conveyor Trench

1/4" = 1'

Scale:

B

Section - Tunnel Conveyor Trench

1/8" = 1'

Scale:

D

Section - Tunnel

1/4" = 1'

2.1

C

B

C

DIMENSION LEGEND

TAG DESCRIPTION DIMENSION

O.A. TRENCH LENGTH 125' - 6"

CENTERLINE OF EQUIPMENT TO DRIVER'S

SIDE WALL

11' - 8"

CENTERLINE OF EQUIPMENT TO

PASSENGER SIDE WALL

11' - 8"

TRENCH PIT OUTSIDE BUILDING

(ENTRANCE)

24' - 4"

DEPTH OF TRENCH VARIES

A

B

C

D

E

A

D

ELEVATION MARKS ARE

FOR REFERENCE ONLY

CENTERLINE OF TUNNEL / EQUIPMENT

DRIVER'S SIDE WALL

PASSENGER'S SIDE WALL

6" WASH WATER DRAIN

6" TRENCH DRAIN WITH STRUCTURAL GRATE,

TERMINATE AND DRAIN INTO TRENCH

T

2.1.1

BC

CEN

TERLIN

E O

F

EQ

UIPM

EN

T /

TU

NN

EL

DRIVER'S

SID

E W

ALL

PASSEN

GER'S

SID

E W

ALL

S

LO

P

E

S

L

O

P

E

5'-0"

7"2'-8"

CHASEWAY

99.90 99.80 99.80 99.90

D

2.1

.1

3421 S. Briery Road

Irving, Texas 75060

(972) 986-7239









She

et

May 4, 2017

2.1

Conveyor T

rench Layout

Co

rp

us C

hristi, T

exa

s

Astro

ma

tic C

ar W

ash

TO

EQ

UIPM

EN

T

RO

OM

E

6" PVC WASH DRAIN,

COORDINATE LOCATION WITH

EQUIPMENT SUPPLIER

SLO

PE DO

WN

TRENCH

99.30

FIN. FLR.

97.30

B.O. TRENCH

99.80

FIN. FLR.

97.80

B.O. TRENCH

VERIFY THE EXACT PIT CONFIGURATION, DIMENSIONS, AND

HIGH/LOW POINTS WITH THE EQUIPMENT INSTALLER PRIOR

TO CONSTRUCTION. CONTRACTOR TO VERIFY DISTANCE

AND DEPTH OF MANHOLE.

ELEVATIONS SHOWN ARE FOR REFERENCE ONLY; VERIFY

SITE SPECIFIC SEWER CONNECTIONS FOR DEPTHS.

S

L

O

P

E

S

L

O

P

E

99.40

99.30

99.90

99.80

99.80

99.90

2.1.1

C

96.74

LOW POINT

SLO

PE DO

WN

J

2.1

.1

6" BYPASS DRAIN

97.64

B.O. BYPASS

SLO

PE D

OW

N

SLO

PE DO

WN

97.69

RIDGE

99.40

99.30

J

2.1

.1

S

L

O

P

E

S

L

O

P

E

SLO

PE DO

WN

SLO

PE DO

WN

SLO

PE DO

WN

SLOPE DOWN

FLAT

FLAT

6" TRENCH DRAIN WITH STRUCTURAL GRATE,

TERMINATE AND DRAIN INTO TRENCH

125'-6"

28'-6"

57'-0" 15'-0"

5'-0"

RIDGE

4'-2"

7'-0"

24'-4"

SLOPE UP

6" PVC BYPASS DRAIN,


EQUIPMENT SUPPLIER

11'-8" 11'-8"

4'-0"



11'-8"

11'-8"

53'-6"

D

2.1

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

SLO

PE

SLO

PE

28'-6"

A

125'-6"

FLAT SLOPE UP

24'-4"

1'-8"

3

8

" x 3" CONTINUOUS

STEEL PLATE WITH

1

2

" x 4"

NELSON STUD @ 16" O.C.

Scale:

E

Detail Section - Weld Plate

1 1/2" = 1'

Scale:

D

Detail Section - Conveyor

1/2" = 1'

5'-0"

6" 6"4'-0"

9" 9"

2'-8" 7"

4'-0"

S

L

O

P

E

S

L

O

P

E

CENTER OF

CONVEYOR

CENTER OF

EQUIPMENT

(TUNNEL)

VERT. FACE OF CONVEYOR

SHELF AND ADJ. TRENCH

WALL SHALL BE STRAIGHT &

VERT. AND SHALL NOT VARY

BY MORE THAN 1/8" IN 10'

OVER THE ENTIRE LENGTH

3/8" x 3" CONTINUOUS

STEEL PLATE WITH 1/2"

x 4" LONG ANCHOR

BOLTS @ 16" O.C.

6"

VARIES (M

IN

24")

E

2.1.1

ELEV.

VARIES

Q

2.1.1

ENTRANCE END EXIT ENDDIRECTION OF

TRAVEL

3" P.V.C. DRAIN, SLOPE FOR

POSITIVE DRAINAGE

9"

11

3

4

"

CORRELATOR

2'-0"

TYP. EACH

EN

D

6"

2'-2

1

2

"

Scale:

C

Detail Section - Correlator

1/2" = 1'

1

4

" x 3" x 3" L WITH

1

2

" DIA.

4" LONG NELSON STUDS @

24" O.C. (BY CONTRACTOR)

1

1

2

" GRATING FIBERGLASS

(BY EQUIPMENT

MANUFACTURER)

1

4

" x 1

1

2

" x 1

1

2

"

ANGLE

(BY CONTRACTOR)

Scale:

Q

Detail Section - Trench Lip

1" = 1'

Scale:

K

Detail Isometric - Drain

3/8" = 1'

S

L

O

P

E

S

L

O

P

E

RECESS 6" PVC DRAIN PIPE 3",

CUT TOP OF PIPE FLUSH WITH

CONCRETE AFTER POURED

S

L

O

P

E

Scale:

J

Detail Section - Drain (Tunnel B)

1/2" = 1'

6"2'-0"2'-0"6"

6" M

IN

7" M

IN

1" M

IN

6" PVC TRENCH

DRAIN, SEE

TRENCH PLAN

FOR LOCATION

SLOPE DOWN 1"

AROUND DRAIN

LOCATION TYP.

Q

2.1.1

ELEV.

VARIES

CENTERLINE OF

CONVEYOR

4" PVC PIPE CONVEYOR AIR LINE CHASEWAY

FOR ROLLER UP (VERIFY LOCATION)

CENTERLINE OF

TUNNEL / EQUIP.

4'-0

1

2

"4'-0

1

2

"

8'-1"

16'-0" M

IN

IM

UM

D

ISTAN

CE

B

C

2'-2

1

2

"

6"

5'-0" 6"

7'-8

1

2

"

6"

6"

6"

EDGE OF SLAB

EDGE OF SLAB

CO

RRELATO

R

PIT

SLO

PE

SLO

PE

SLO

PE

1

16

" PER 1'

S

L

O

P

E

S

L

O

P

E

SLO

PE

1

16

" PER 1'

SLO

PE

S

L

O

P

E

SLOPE

1

8

" PER 1'

3" PVC PIPE CORRELATOR

DRAIN TO TRENCH

(SEE DETAIL C)

Scale:

T

Detail Plan - Typ. Trench @ Entry

3/8" = 1'

3421 S. Briery Road

Irving, Texas 75060

(972) 986-7239









She

et

May 4, 2017

2.1.1

Conveyor T

rench D

etails

Co

rp

us C

hristi, T

exa

s

Astro

ma

tic C

ar W

ash



1

1

2

"

SET FLOOR DRAIN 1

1

2

" BELOW F.F.

S

L

O

P

E

S

L

O

P

E

3421 S. Briery Road

Irving, Texas 75060

(972) 986-7239









She

et

May 4, 2017

3.1

Plum

bing Layout

Co

rp

us C

hristi, T

exa

s

Astro

ma

tic C

ar W

ash

Scale:

A

Plan - Overall Below Floor Plumbing

1/8" = 1'

B

3.1

Scale:

B

Plan Detail - Equipment Room Below Floor Plumbing

1/4" = 1'

PLUMBING SCHEDULE

TAG DESCRIPTION

2" Hub Drain for UNIMAC

2" Hub Drain for RPZ

2" Hub Drain for Water Softener

2" Hub Drain for Reclaim

2" Hub Drain for R.O.

3" Floor Drain, trunk line to conveyor pit, no

vents or traps required

2" Incoming Water

2" Sch. 80 PVC for Reclaim Backwash, to

Reclaim Tank 1, Compartment B

2" Sch. 80 PVC for Reclaim Ozone, to Reclaim

Tank 1, Compartment B

(2) 3" Sch. 80 PVC Suction Lines, to Reclaim


4" Overflow from Tank 2-B to Sand/Oil

Separator

6" Wash Water Conveyor Pit Drain

6" Bypass Wash Water Conveyor Pit Drain

2" RPZ w/ Air Gap, Mounted 30" A.F.F., for

Carwash Equipment


Domestic Water

A

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

GB

ED

ALL

3.2.1

C

Scale:

C

Section Detail - Typ. Equipment Room Floor

3/8" = 1'

3.1

A

A

3.2

DRAIN TO TERMINATE WITHIN

TRENCH, PENETRATING SIDE

WALL AS SHOWN. DRAINAGE

MUST FEED INTO BYPASS DRAIN,

NOT WASH DRAIN OF TRENCH.

6" PVC BYPASS DRAIN TO SAND/OIL TRAP

6" PVC WASH DRAIN TO RECLAIM

TANK #1, COMPARTMENT A

F

3"

SEE SHEET 3.2 FOR

RECLAIM SYSTEM LAYOUT

ORDINATE DIMENSION ZERO

REFERENCE IS AT SLAB EDGE

SHOWN HERE

0"

1'-6"

3'-0"

10'-0"

10'-5

3

4

"

17'-6"

27'-0"

30'-1

1

4

"

52'-2

1

2

"

70'-6"

7'-0"

15'-1"

14'-0"

9'-2"

1'-0"

1'-6"

F

F

F

3"

3" 3" 3"

3"

3"



18'-6"

3421 S. Briery Road

Irving, Texas 75060

(972) 986-7239









She

et

May 4, 2017

3.2

Reclaim

S

ystem

Layout

Co

rp

us C

hristi, T

exa

s

Astro

ma

tic C

ar W

ash

Scale:

A

Plan - Reclaim Tank Layout

3/16" = 1'

SAND/OIL

INTERCEPTOR

(750 GAL.)

MONITORING

WELL

DCO

VTR x4

6" SCH 80 PVC4" SCH 80 PVC

TO SANITARY

SEWER

B

3.1

PLUMBING SCHEDULE

TAG DESCRIPTION

2" Hub Drain for UNIMAC

2" Hub Drain for RPZ

2" Hub Drain for Water Softener

2" Hub Drain for Reclaim

2" Hub Drain for Future

3" Floor Drain, trunk line to conveyor pit, no

vents or traps required

2" Incoming Water

2" Sch. 80 PVC for Reclaim Backwash, to

Reclaim Tank 1, Compartment A

2" Sch. 80 PVC for Reclaim Ozone, to Reclaim


(2) 3" Sch. 80 PVC Suction Lines to Reclaim


4" Overflow from Tank 2-B to Sand/Oil

Separator

6" Wash Water Conveyor Pit Drain

6" Bypass Wash Water Conveyor Pit Drain


Carwash Equipment


Domestic Water

A

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

K

M

L

DCO

B A

N

MN

ALL

3.2.1

SANITARY SEWER LINE -


CIVIL ENGINEER

TANK 1

(MIN. 2000 GAL.)

BA

TANK 2

(MIN. 2000 GAL.)

BA

TANK 3

(MIN. 2000 GAL.)

BA

J

H



FLOW

FL

OW

FL

O 2X1

1

2

750

VICTAULIC

I ON

O O

FF

O

HAND AUTO

30

20

10

40

50

60

70

80

90

100

30

20

10

40

50

60

70

80

90

100

-10

-15

-5

0

5

10

15

SET SET

Scale:

E

Detail - Standard Reclaim System Controller

1/2" = 1'

OMIT OZONE GENERATOR AND

OXYGEN CONCENTRATOR ON AIR

SPARGER SYSTEMS

PRODUCT WATER (2" OUT TO DEMAND)

CITY WATER (2" WATER LINE)

PUMP INLET (3" SUCTION)

RECIRCULATION (1" LINE BACK TO

COMPARTMENT B OF TANK #1)

UNDERFLOW (1" LINE BACK TO

CATCH BASIN OR TANK #1)

Scale:

K

Detail - Reclaim Suction Line Schematic

1/2" = 1'

GROUND LEVEL

TANK

FLOOR

WALL

PUMP

AIR TRAP

LACK OF SLOPE

AIR TRAP

FLO

W

IDEAL

BELOW GROUND TANKS:

ALL SUCTION LINES REQUIRE A CONTINUOUS

UPWARD SLOPE TO THE EQUIPMENT ROOM.

NOTE!: ALL SUCTION LINES MUST NEVER

SLOPE DOWN AND THEN BACK UP AGAIN (AIR

TRAP)

Scale:

P

Detail - Reclaim Suction Line Schematic

1/2" = 1'

1

4

" BRASS TEE

0-100 PSI PRESSURE GAUGE (

1

4

" MNPT)

1

8

" MNPT x SCHRADER VALVE STEM

1

4

" x

1

8

" BRASS HEX NIPPLE &

1

4

" x

1

8

" BRASS BUSHING

SCHRADER VALVE

STEM AIR CHUCK

COMPRESSED AIR

Scale:

J

Detail - Standard Reclaim System Schematic

1/2" = 1'

Scale:

Q

Detail - Reclaim System Stub-Up

1/2" = 1'

7"

1'-0"

1'-4"

1'-8"

4"4"

RECLAIM SYSTEM

2x 3" SCH. 80 PVC SUCTION LINES TO

COMPARTMENT B OF TANK #3

RECIRCULATION LINE: 2" PVC RETURN

LINE TO COMPARTMENT B OF TANK #1

UNDERFLOW LINE: 2" PVC RETURN

LINE TO CATCH BASIN OR

COMPARTMENT A OF TANK #1

18'-6" TO SLAB EDGE

2X1

1

2

750

VICTAULIC

FLOW

FLOW

30

20

10

40

50

60

70

80

90

100

I ON

O O

FF

O

HAND AUTO

30

20

10

40

50

60

70

80

90

100

-10

-15

-5

0

5

10

15

SET SET

ALL UNDERGROUND SUCTION LINES NEED TO

BE PRESSURE TESTED TO 15PSI. MAINTAIN

PRESSURE FOR DURATION OF CONSTRUCTION.

TANK #3 TANK #2 TANK #1

CITY WATER IN

OUT TO CAR WASH

EXTRA SUCTION

LINE

ABABAB

3421 S. Briery Road

Irving, Texas 75060

(972) 986-7239









She

et

May 4, 2017

3.2.1

Reclaim

S

ystem

D

etails

Co

rp

us C

hristi, T

exa

s

Astro

ma

tic C

ar W

ash



WATER:

(2) 3" PVC (SCH 80) SUCTION LINES WITH 3" PVC FULL FLAPPER CHECK VALVES, ONE FOR USE AND ONE FOR SPARE,

MOUNT IN TANKS WITH UNIONS THAT ARE ACCESSIBLE FROM THE MANWAY. SUCTION LINES ARE TO COME UP

FROM SETTLING TANKS AND TERMINATE ON THE RIGHT SIDE OF THE FRAME, FORWARD OF THE RECIRCULATION

LINE AS SHOWN.

(1) 2" LINE OUT TO THE WASH MANIFOLD

(1) 2" (SCH 80) LINE FROM UNDERFLOW ON SEPARATOR TO CATCH BASIN IN WASH.

(1) 2" (SCH 80) LINE TO RETURN TO COMPARTMENT B OF THE RECLAIM TANK #1, IN AN ACCESSIBLE LOCATION

SUCH AS THE MANWAY FOR AERATION SPARGER - LINE SHOULD END ABOVE WATER LINE.

--OR--

(1) 1" LINE TO RETURN TO COMPARTMENT B OF THE RECLAIM TANK #1, CONNECT TO TANK STUB WITH UNION AND

ELBOW DOWN. TERMINATE END OF PIPE WITH A TEE LOCATED

1

3

OF WATER LEVEL (APPROX. 1 FT.) FROM THE

BOTTOM OF THE TANK.

ELECTRICAL:

(1)

208

230

VOLT 30 AMP OR

460

480

VOLT 20 AMP THREE PHASE CIRCUITS TO BE HARD WIRED 5 FEET UP FROM THE FLOOR TO

THE RIGHT OF THE RECIRCULATION UNIT. NOTE: THE CHOICE OF

208

230

OR

460

480

MUST BE DETERMINED WHEN ORDERED.

(1) 120 VOLT 20 AMP SINGLE PHASE - FOR THE PLC AND (OZONE - IF APPLICABLE)

(1) 1" CONDUIT FROM RECLAIM EQUIPMENT CONTROL BOX TO FRONT OF LAST TANK FOR FLOATS.

(1)

1

2

" CONDUIT FROM EACH CARWASH EQUIPMENT CONTROL BOX TO SEND A CONTROL VOLTAGE SIGNAL TO

PUR-WATER'S REPRESSURIZATION POWER BOX. CONTROL WIRING FROM CARWASH CONTROLLER (110V IS THE

DEFAULT) TO BE WIRED INTO CONTROL BOX ON FRAME.

1. DESIGN: Dimensions and tolerance shown are required for proper installation of car

wash equipment. Structure shown is suggested construction. The Architect and/or

Engineer of record shall verify that the structure shown is appropriate for this

particular project and shall alter/modify design as required to satisfy the

requirements of the project.

2. SOIL: Design shown assumes that the soil conditions at the site are satisfactory and

have adequate bearing capacity for the loads to be imposed, with minimal differential

settlement of the trench, slab, and car wash structures. If it is found that the soil on

the site contains organics, and cannot be sufficiently compacted or has other

deleterious properties, the trench shall be redesigned for support on a piling

foundation. The Architect and/or Engineer of record shall verify the soil conditions at

the site.

3. CONVEYOR TRENCH CONSTRUCTION: Excavate trench to a point at or just below the

bottom of trench slab shown. Slope excavation to match slope of trench. Compact

soil under trench in accordance with soil Engineer's recommendation. Form and pour

trench bottom slab coordinating placement of vertical reinforcement with placement

of block so that vertical reinforcement is centered in the block cells. Lay block and fill

cells and tie columns with concrete to a point just below the slab over pour shown.

After adequate curing time, back fill and compact clean soil behind trench walls in

accordance with Soils Engineer's direction. Complete trench by forming and pouring

conveyor shelf, correlator pit bottom, and surrounding slab.

4. SLAB FINISHES: All car wash vehicular slabs shall be finished with rough non-skid

surface (Broom Finish). Brush lines in finish shall be parallel to the direction of slope.

5. APPROACH & EXIT SLABS: Concrete approach and exit slabs extending a minimum of

20 feet from either end of the trench are required. These slabs shall be aligned with

and level along the direction of travel through the car wash. Slight sloping of the

slabs perpendicular to the direction of travel to allow drainage is acceptable.

6. CONCRETE STRENGTH: All concrete shall be normal weight unless noted otherwise

and shall attain a 28 day compressive strength of f'c = 3000 psi.

7. MIXES: All concrete mixes shall be designed by the supplier to meet the

requirements set forth herein.

8. SLUMP: Unless noted or approved otherwise, the maximum slump allowable for

concrete shall be four (4) inches. If higher slump is desired to increase workability,

the Contractor should consult with the concrete supplier about using a concrete

additive that will increase slump without increasing the water-cement ratio of the

concrete. The contractor shall verify that any concrete additives shall not have any

detrimental effects on embedded items, finishes indicated on the plans, or likely

future finishes.

9. VIBRATION: All cast-in-place concrete shall be consolidated by means of mechanical

vibrators. The Contractor shall use properly trained personnel to assure that the

concrete is not over or under vibrated, resulting in over or under consolidation of the

concrete.

10. FINISHING: Finishing of concrete shall be in accordance with ACI 301 (Latest

Edition).

11. CURING: Beginning immediately after placement, concrete shall be protected from

premature drying, excessively hot or cold temperatures, mechanical injury, and shall

be maintained with minimal moisture loss at a relatively constant temperature for the

period necessary for hydration of the cement and hardening of the concrete. The

materials and methods of curing shall conform to ACI 301.

12. REINFORCING STEEL STRENGTH: All conventional reinforcing steel shall have a

minimum yield strength of 60,000 psi and shall conform to ASTM designation A-615

Grade 60.

13. STRENGTH OF MASONRY UNITS: All hollow concrete masonry units shall be grade

N-1 normal weight units that conform to the "Standard Specifications for Hollow Load

Bearing Concrete Masonry Units" ASTM C-90 (Latest Edition). The minimum

compressive strength of the hollow concrete masonry units at 28 days shall be 2,500

psi (net area) with a minimum compressive strength of the masonry assembly f'm =

1,500 psi.

14. MORTAR: All masonry shall be laid with full mortar coverage of the face shells and

webs and full end joints using type M or S mortar. All mortar used in the hollow

concrete masonry unit walls shall conform to ASTM 270 (Latest Edition).

15. CONCRETE GROUT: All filled cells of masonry units shall be filled with concrete grout

having a minimum compressive strength of 2,000 psi and a maximum slump of 9".

16. BLOCK PLACEMENT: All cells to be filled with concrete shall be as straight as possible.

The block should not be staggered so as to constrict the flow of concrete in any way.

This shall be done by strategically placing pieces of block vertically between filled

cells in non-modular masonry openings.

17. STRUCTURAL STEEL SHAPES: All structural steel hot rolled shapes and plates shall be

ASTM A36 with a minimum yield stress of 36 ksi. All steel shall conform to AISC

Standards and Specifications for the Design, Fabrication, and Erection of Structural

Steel.

18. BOLTS: All bolts shall conform to "Specifications for Low Carbon Steel Externally and

Internally Threaded Standard Fasteners" ASTM A307 or "High Strength Bolts for

Structural Steel Joints, Including Suitable Nuts and Plain Hardened Washers" ASTM

A325.

FYI - STRUCTURAL NOTES REQUIREMENTS

Scale:

A

Detail Section - Reclaim Tanks

1/2" = 1'

Scale:

B

Detail Plan - Reclaim Tanks

1/2" = 1'

ALL MEASUREMENTS ARE FOR REFERENCE

AND SHOULD BE CONSIDERED MINIMUMS.

TANKS ARE APPROXIMATELY 1,500 MIN - 3,000 MAX GALLONS

FOR A TOTAL OF 6,000 GALLONS OF STORAGE CAPACITY

NOTE:

1. ALL LINES SHALL BE SCH. 40 PVC UNLESS OTHERWISE

NOTED.

2. DRAWING FOR PLUMBING ARE FOR REFERENCE ONLY,

NOT INTENDED FOR TANKING CONSTRUCTION.

3. CONSULT WITH TANK MANUFACTURER FOR TANK

CONSTRUCTION AND TRAFFIC BEARING LOAD.

BRINE, BYPASS, TIRE DRESSING DISCHARGE

SITE SANITARY SEWER DISCHARGE

750 GALLON SAND/OIL SEPARATOR

TO SEWER



COMPARTMENT A COMPARTMENT B COMPARTMENT A COMPARTMENT B COMPARTMENT A COMPARTMENT B

COMPARTMENT A COMPARTMENT B COMPARTMENT A COMPARTMENT B COMPARTMENT A COMPARTMENT B

6" LINE FROM WASH TRENCH

(EITHER / OR)

6'-0"

5'-2"

8'-2"

9'-0"

6'-6"

7'-2"

8'-0"

6'-6"

1'-0"

6'-6"

6" FROM WASH TRENCH

(PENETRATION EITHER AT END

OR ONE OF THE SIDE WALLS)

1" RECIRCULATION FOR OZONE

(SCH. 80 PVC)

6" INTERCONNECT

4" OVERFLOW TO SEWER

WATER TIGHT J-BOX FOR FLOAT WIRES

(FLOAT NOT SHOWN)

2x 3" SUCTION LINE WITH FULL FLAPPER

CHECK VALVES

(SCH. 80 PVC)

1" CONDUIT FOR FLOAT WIRES

6" PVC IS SIZED FOR DEBRIS, NOT FLOW,

AND SHOULD NOT BE REDUCED.

3421 S. Briery Road

Irving, Texas 75060

(972) 986-7239









She

et

May 4, 2017

3.2.2

Reclaim

T

ank D

etails

Co

rp

us C

hristi, T

exa

s

Astro

ma

tic C

ar W

ash



POS

POS

POS

3421 S. Briery Road

Irving, Texas 75060

(972) 986-7239









She

et

May 4, 2017

4.1

Underground E

lectrical Layout

Co

rp

us C

hristi, T

exa

s

Astro

ma

tic C

ar W

ash

D

4.1.2

Scale:

A

Plan - Underground Electrical Layout

3/32" = 1'

UNDERGROUND ELECTRICAL SCHEDULE FOR WASH EQUIP.

NO. DESCRIPTION SIZE ORIGIN DESTINATION

1 Vacuum Producer #1 1-1/4" MCC Vacuum #1


3 Vacuum Transducer #1 3/4" MCC Vacuum #1


5

Wait / Go Sign

3/4" Controller Gutter DS Exit End

6

Exit Stop / Start

3/4" Controller Gutter DS / PS Exit End

7

Entrance Stop / Start

3/4" Controller Gutter DS Entrance End

8

Entrance Eye / Tire / GE Arch

3/4" Controller Gutter PS Entrance Arch

9

Free Vacuum #1 Lights

3/4" LP

Free Vacuum Canopy #1

10 Free Vacuum #1 Power 3/4" LP


11


3/4" LP




Point Of Sale (P.O.S.)

13 Lane #1 110V 3/4" Controller Gutter Lane #1 P.O.S.



16 Lane #1 Communications 1" Wash Office Lane #1 P.O.S.



19

Keypad Communications

1" Wash Office DS Entrance End

20

Menu Signs 110V

3/4" Controller Gutter Lane #1 Menu

Inside Loops

21

Controller to Office Loop

1" Controller Gutter Wash Office

22

Telephone Loop

2"

Telephone Board

Wash Office

D

4.1.1

C

4.1.2

E

4.1.2

E

4.1.1

CONTROLLER GUTTER

(5-8, 13-15, 20)

LANE #3 P.O.S.

(13, 16, 18)

LANE #2 P.O.S.

(12, 15, 18)

LANE #1 P.O.S.

(11, 14, 18)

MCC

(1-4)

WASH OFFICE

(14-17, 19-20)

DS ENTRANCE END

(7, 19)

PS ENTRANCE ARCH

(8)

VACUUM #1

(1, 3)

FREE VACUUM CANOPY #1

(9-10)

DS EXIT END

(5-6)

PS EXIT END

(6)

THIS SCHEDULE AND SUPPORTING PLANS AND DIAGRAMS

ARE FOR CAR WASH EQUIPMENT

VERIFY UNDERGROUND RUNS FOR BUILDING LIGHTING,

OUTLETS, LIGHT POLES, AND ANY CAMERA NEEDS.

ELECTRICAL EQUIPMENT, LOCATIONS, AND

CONFIGURATIONS TO BE FIELD VERIFIED

A

4.1.2

LP

(9-12)



B

4.1.2


(11-12)

VACUUM #2

(2, 4)

F

4.1.1

3421 S. Briery Road

Irving, Texas 75060

(972) 986-7239









She

et

May 4, 2017

4.1.1

Underground E

lectrical D

etails

Co

rp

us C

hristi, T

exa

s

Astro

ma

tic C

ar W

ash

Scale:

A

Interior Elevation - Controller Riser Schematic

3/8" = 1'

G

4.1.1

CONTROLLER

LIGHTING

PANEL

(LP)

CONTROLLER GUTTER

TRANSFORMER

MCC

21

20

13

14

15

5

6

3

1

9

Scale:

F

Plan Detail - Electrical Room

3/8" = 1'

OFFICE

Scale:

G

Plan Detail - MCC

3/4" = 1'

MD

P

MCC

LIG

HTIN

G PAN

EL (LP)

CONTROLLER

TRANSFORMER

TELEPH

ON

E

TELEPH

ON

E

10'-0"

1'-8" 1'-8" 1'-8" 1'-8" 1'-8" 1'-8"

1'-5

3

16

"

8

3

16

"

BOTTOM FEED ZONENOTE: MCC CAN BE FED FROM

THE TOP OR THE BOTTOM

OFFICE PIPING ZONE

EQUIPMENT ROOM

4.1.1

B

MCC







Scale:

B

Interior Elevation - MCC Riser Schematic

3/8" = 1' Scale:

C

Interior Elevation - Office Riser Schematic

3/8" = 1'

2

4.1.1

A

Scale:

D

Plan Detail - Office

3/8" = 1'

4.1.1

C

6"

1'-2"

BOTTOM FEED ZONE

1'-3"

21

22

19

16

17

18

22

20 13 14 15 7 8 6 5

10

9

3

18 17 16 19 21 22

1

10

12

MDP









5

Wait / Go Sign


6

Exit Stop / Start


7



8



9


3/4" LP




11


3/4" LP











19



20

Menu Signs 110V

3/4" Controller Gutter / LP Lane #1 Menu

Inside Loops

21



22

Telephone Loop

2"

Telephone Board

Wash Office

INTERIOR CORNERINTERIOR CORNER

4

11

7

8

22

Scale:

E

Plan Detail - Electrical Room

3/8" = 1'

4.1.1

B

2 4

12

11

21

6'-8"

EXTERIOR WALL

7'-6"

7'-6" TO SLAB EDGE

14'-5"

POS

POS

POS

3421 S. Briery Road

Irving, Texas 75060

(972) 986-7239









She

et

May 4, 2017

4.1.2

Underground E

lectrical D

etails

Co

rp

us C

hristi, T

exa

s

Astro

ma

tic C

ar W

ash

Scale:

D

Plan Detail - Point Of Sale (P.O.S.)

3/8" = 1'

Scale:

E

Plan Detail - Exit End

3/8" = 1'

Scale:

A

Plan Detail - DS Entrance

3/8" = 1'

7

19

8

2

16

13

20

20

20

5

6

6

EN

D O

F TREN

CH

CURB

NOTE: REFERENCE P.O.S. SYSTEM DETAILS

FOR MEASUREMENTS ON ELECTRICAL

STUB-UP LOCATIONS

LANE 1

LANE 2

LANE 3


VACUUM 2







17

14

18

15

Scale:

C

Plan Detail - Vacuums & Canopies

3/8" = 1'

1

3

4


VACUUM 1

21

NOTE: VACUUM

STUB-UP DIMENSIONS

FROM EDGES OF SKID

NOTE: VACUUM

STUB-UP DIMENSIONS

FROM EDGES OF SKID









5

Wait / Go Sign


6

Exit Stop / Start


7



8



9


3/4" LP




11


3/4" LP











19



20

Menu Signs 110V

3/4" Controller Gutter / LP Lane #1 Menu

Inside Loops

21



22

Telephone Loop

2"

Telephone Board

Wash Office

9

10

11

12

6"

6"

5'-9"

10

3

8

"

6"

6"

5'-9"

10

3

8

"

6"

2"

2"

6"

2"

1'-0"

8'-8"

4'-11"

15'-0"

1'-0"

Scale:

B

Plan Detail - DS Entrance

3/8" = 1'

1'-0"

4'-9"

2"

5'-7"

2'-8"

120VAC Power Maximum Draw = Wattage / 100

To/From

Main Building

Network, Intercom (opt.), External Alarm (opt.), Security Camera (opt.)

120VAC Computer Grade Power

Maximum Draw = 8A Per XPT


15A Circuit

D

J

B

H

B

B

J

A

D

D

See page 7 for Gate

Conduit Routing Details

See page 2 for Notes

TO

CARWASH

TUNNEL

E

E

E

A

C

C

120VAC Power. Maximum Draw = 5A Per Magnetic Gate


B

See page 2 for

Conduit/Wire Details

I

A

See page 3 for XPT Island Details

See page 5 for Elevation

FastPass/

CarPics (Optional)

FE

C

I

D

H

H

Light

(optional)

Light

(optional)


B

B

C

G

J-Box / Sub-panel

(Optional)


Maximum Draw = 8A Per XPT A

Communications

J-Box

(Optional)

Network, Intercom (opt.), External Alarm (opt.), Security Camera (opt.)

D

FastPass/

CarPics

(Optional)

F

FastPass/

CarPics

(Optional)

F

See page 6 for

Loop Details

XPT

See page 4 for XPT

Conduit Routing Details

XPT

See page 8 for TST/PCT/KPT/OTT Layout Details

See page 9 for TST/PCT/KPT/OTT Elevation

Merge Loop

External

Prox Loop

(Required)

External

Prox Loop

(Required)

E

TST/PCT/KPT/OTT

D

See page 10 for

Enclosure Details

Gate

Loop

Gate

Loop

Gate

Loop

C

Network (TST/PCT/OTT; Req. for Magnetic gate)

E

E

External

Prox Loop

(Required

for CarPics

and Semi-

Attended

FastPass

lane)

E

E

GATE

GATE

GATE

E

Identifier

ConduitFunction Size Type

WireWire Description Wire Size Conductors Recomended Source

XPT PowerA 3/4" Metal 115-120 VAC hot, neutral, dedicated earth ground

16 AWG 3 Local supplier

Gate Power 1" Metal 115-120 VAC hot, neutral, earth ground 3 Local supplier16 AWGB

C

Network Communications (ForEthernet controlled gate only)3

Gate Control (low voltage) (opt.)(For Non Ethernet controlledgates only)⁸

3/4" Cat5 or Cat6 cableMetal 24 AWG 8 Local supplier

3/4" Metal Stranded copper 22 AWG 5

West Penn p/n 3270,General Cable/CAROL p/nE2006S, Belden p/n 994206, or Alpha p/n 1296C

D

E

F

GHIJ

K

L

M

Network CommunicationsIntercom (opt.)

Security Camera (opt.)External Alarm (opt.)

RS232 (KPT only)

Loop Lead-In

CarPics (opt.)

FastPass (opt.)

Merge Loop Redundancy (opt.)Lane Available Light Power (opt.)Lane Available Light Control (opt.)

Attended Terminal Power

SRMB Communications

CarPics Monitor Video (opt.)

CarPics Monitor Power (opt.)

3

9

4

5

7

1" Metal

1/2" PVC

1/2" Metal

3/4" Metal3/4" Metal3/4" Metal1" Metal

1" Metal

1" Metal

1/2" Metal

Cat 5 or Cat 6 cableShielded twisted pair cable

75Ω coaxial cableTwisted pair cable

2 twisted pair shielded w/ drain (RS422 compatible)Stranded, tinned copper with XLPE insulation rated for 600V

Cat 5 or Cat 6 cable(25') CA06000 or (120') CA06050 pre-

terminated cableStranded copper

115-120 VAC hot, neutral, earth groundStranded copper

115-120 VAC hot, neutral, earth ground

25 conductor stranded copper, shielded

Cat 5e or Cat 6 cable

115-120VAC hot, neutral, earth ground

1

6

24 AWG22 AWG

22 AWG

24 AWG

RG-59/U

16 or 18 AWG

24 AWG

See Note

22 AWG16 AWG

6

22 AWG14 AWG

24 AWG

14 AWG

14 AWG

82-4

22

4 + Shield

See Note

8

See Note

2323

25

8

3

1

2

6

Local supplierLocal supplierLocal supplierLocal supplier

DRB Systems, Inc.p/n CA05422

Lead-In Systemsp/n IMSA 51-3/18

Local supplierLocal supplier

Local supplierLocal supplierLocal supplierLocal supplier

DRB Systems, Inc.p/n CA05025Local supplier

Local supplier

· 1Refer to third-party equipment documentation to determine compatibility and wiring requirements.

· 2Loop wire is a continuous run with a variable number of turns.

· 3Network communication cable is required for lanes using a Magnetic gate.

· 4Merge loop redundancy wiring is not required if gates are Ethernet controlled. However, if used, it can alternatively be routed through

communications conduit D to each XPT, eliminating extra conduits between XPTs.

· 5For PTT and TTT, power is recommended, but currently only required when installing FastPass, CarPics, or an Ext. Prox Loop.

· 6FastPass systems shipped after 5/16/2011 include the FastPass enclosure with lights and require either the (25') CA06000 or (120') CA06050 pre-

terminated cable.

· 7The CarPics monitor may be powered by the attended terminal power if installed in close enough proximity and an outlet is available.

· ⁸This is the legacy discrete I/O wiring from the XPT or Gate Control Interface (GCI) to the gate and is not recommended. Ethernet control of gate is

recommended instead by using Conduit C from terminal to gate.

· 9The red conduit shown between the external prox loop and the XPT or FastPass External Prox Loop Interface Assembly should be used only when

there is no Ethernet controlled Magnetic gate in that lane. The preferred method for wiring the external prox loop, is to wire it to the Ethernet

controlled Magnetic gate

· All wires must be run and terminated prior to DRB Systems'

scheduled installation.

· All wiring must be installed according to local electrical code.

· Metal conduits are recommended for all above-ground installations

to prevent communication errors and maximize protection against

lighting surges.

· If PVC conduit is used above ground, all communication cables

(Identifiers C, D, G, I, K, L) must be shielded with the shield drain

tied to earth ground at only one end.

· Regardless of conduit type, power and Class 1 signal wiring should

maintain a minimum separation of 12 inches from Class 2 signal and

communications wiring where the conduits run parallel for more than

6 feet. This spacing is highly critical near conduits carrying motor

and high voltage lighting power wiring.

· The site must adapt the conduit runs to fit the site layout as well as

the specific equipment used.

· Refer to the XPT Installation Manual for further installation details.

· Each XPT should be wired to a dedicated 8-amp breaker.

· Loop lead-in conduit must be PVC to prevent loop interference.

· Cat 5/6 wiring not to exceed 315 wire feet.

· Refer to “Communications Wall Jack Wiring Package” and “Jack and

Cable Installation Guidelines” for Attended Terminal wiring details.

· Conduit trade sizes are typically specified according to equipment

connection size. If using other size conduit, reducer or enlarger

fittings may be necessary at equipment connections.

* To order preformed loops, loop wire, installation supplies, and

detailed instructions, contact Lead-In Systems at

www.leadinsystems.com or at 1-800-694-0711. 2.5 x 6 ft. loop kits

and common parts listed below.

· Preformed 2.5x6ft saw cut loop kit, grey sealant - part#

DRB8520G

· Preformed 2.5x6ft saw cut loop kit, black sealant - part#

DRB8520B

· Non-Preformed (bulk wire) 2.5x6ft loop kit, grey sealant,

backer rod - part# DRB51852G

· Non-Preformed (bulk wire) 2.5x6ft loop kit, black sealant,

backer rod - part# DRB51852B

· Pave-over preformed loop: 6' x 2'6” x 20' lead-in wire - part

#E- NL8.5-18/20

· Pave-over preformed high temperature loop (for asphalt top-coat

installations): 6' x 2'6” x 20' - part # PLH-17-20 Note: Please

allow three weeks for delivery.

· Saw Cut preformed loop: 6' x 2'6” x 20' - part # X-NL8.5-18/20

· Q-Seal 290 loop sealant: 30 ounce caulk gun cartridge - part #

QSeal290 (G or B) G=Gray B= Black - case price available.

· 3/8" Foam Backer Rod: part # 390-0250-00

· Bulk 18 AWG XLPE loop wire (per foot): part # IMSA 51-3/18

· Note: Other loop sizes and lead-in lengths are stocked. Custom

sizes/lengths are also available.

20' +/-2'

12' + 0'/2'

7'' +/-1''

32''+/-2''

6'+/-1''

40''+/-4''

11''

26-1/4'' +/-

1

2

''

18'' +/-

1

2

''

25-3/4'' +/-

1

2

''

9'' +/-

1

2

''

6'' Dia. +0''/-2''

Bollard (optional)

XPT

24''

Tire Track

Fastpass Reader

or CarPics camera

(optional)

Curb

Gate

8'-6'' +/-6''

Gate Loop

Traffic Direction

External

Prox Loop

Note:

* If not using Curb, reference vehicle

tire track.

* Adjust island width and length to

accommodate canopy pylons and / or

signage.

If using Carpics, note the following:

* When sharp turns into lane are required, they should be

left rather than right.

* If the turn radius is directly into the ialand, increase lane

width as follows:

* Less than 10' turn radius- Increase lane width to 15'.

*10-15' turn radius-Increase lane width to 12'.

3421 S. Briery Road

Irving, Texas 75060

(972) 986-7239









She

et

May 4, 2017

4.1.3

DR

B X

PT

Layout &

D

etails

Co

rp

us C

hristi, T

exa

s

Astro

ma

tic C

ar W

ash

Scale:

C

Island Details (Page 3)

N.T.S.

Scale:

A

Conduit Layout Diagram (Page 1)

N.T.S.

Scale:

D

Conduit Routing Details (Page 4)

N.T.S.

Scale:

B

Conduit & Wire Schedule / Notes (Page 2)

N.T.S.



AutoCAD SHX Text

Cutout for additional conduits

AutoCAD SHX Text

C

AutoCAD SHX Text

L

AutoCAD SHX Text

C

AutoCAD SHX Text

L

AutoCAD SHX Text

XPT

AutoCAD SHX Text

XPT

AutoCAD SHX Text

Qty. 4 Conduit holes

AutoCAD SHX Text

Recess Mounted

AutoCAD SHX Text

XPT

AutoCAD SHX Text

C

AutoCAD SHX Text

L

AutoCAD SHX Text

Flush mounted

AutoCAD SHX Text

XPT

AutoCAD SHX Text

C

AutoCAD SHX Text

L

AutoCAD SHX Text

RECESS

AutoCAD SHX Text

FLUSH

AutoCAD SHX Text

FRONT

AutoCAD SHX Text

TOP

AutoCAD SHX Text

Locate Conduits Here

AutoCAD SHX Text

Note: Brick enclosure should be built and adapter plate should be mounted such that three conditions satisfied: 1. Desired XPT mounting position (recess or flush) locates XPT centerline at Desired XPT mounting position (recess or flush) locates XPT centerline at 18'' from traffic adge of curb. 2. Brick-in adapter is located so that XPT centerline will be 12' from gate. Brick-in adapter is located so that XPT centerline will be 12' from gate. 3. Front of brick-in adapter is located 4 '' back from outside face of brick.Front of brick-in adapter is located 4 '' back from outside face of brick.12'' back from outside face of brick.

AutoCAD SHX Text

XPT

AutoCAD SHX Text

C

AutoCAD SHX Text

L

AutoCAD SHX Text

XPT Standard Base Frame

AutoCAD SHX Text

XPT Brick -In Adapter

X P T

10'7''

clearance to

mounting

surface

4''

32'' +/-2''

Connect external

prox loop to XPT or

Fastpass prox loop

interface board if not

using Magnetic

Ethernet gate

XPT or

Attendant

stand Area

To Wash Tunnel

Choke Point

Gate

External

Prox

Loop

(4 wire

turns)

Connect

external prox

loop to gate if

using Magnetic

Ethernet gate

Gate

Loop

(4 wire

turns)

Leading edge of loop

even with trailing edge

of gate arm

Merge Loop

(size as required

by lane layout)

Shown:

30' x 6' loop

2 wire turns

Gate

Gate

Loop Wire Turns

Loop perimeter

(2Length + 2Width)

Number of turns

Smaller than 10'6

10' - 13'

13' - 20'

5

4

20' - 40'3

Larger than 40' 2

Loop Wire Saw-cut Profile

Driving surface

Fill with sealant

designed for

traffic loops and

compatible with

paving material

Backer rod

Loop wires

(4 turns shown for gate loop)

Merge Loop Placement and Sizing

A merge loop may not be necessary in the following

situations:

* 1 XPT lane installations, with no other lanes

* 1XPT lane installations, when gates are not used in

non-XPT (attended) lanes

* 2 XPT lane installations, if the lane geometry prevents

cars from passing each other before entering the wash

tunnel

The merge loop must be placed so that a car is detected

before it has completely left the gate loop, and continues to

be detected until it reaches a choke point, where itcannot

be passed by other cars, This ensures that each car

receives the wash services purchased.

Place the leading edge of the merge loop no farther than

12' past the trailing edge of the gate loops, and size

according to lane geometry so that cars remain detected by

at least one of the loops until entering the choke point.

When determining the merge loop size, note that a loop is

able

to detect vehicles at a height of approximately

2

3

the

shortest side (e.g. 2'6'' x 6' gate loop detection height = 1' 8'')

Each loop should not exceed 200 square feet fort reliable

vehicle detection.

Loop wire

Saw cut

Saw cut all corners 45°

to minimize sharp

edges against loop wire

Add additional

saw cut in

corner of loop

wire entry/exit

Loop wire details:

* Use 16 or 18 AWG stranded, tinned copper wire with cross-

linked polyethylene (XLPE) insulation rated for 600v.

* Loops may be installed in a saw cut or paved over. If paving

over the loop, it is recommended that a preformed loop

designed for this installation method is used. If installing in

asphalt, a high temperature, preformed, pave over loop should

be used. It is available from www.leadinsystems.com.

* Do not use general purpose building wire.

* The loop must be a placed within 12'' of AC electrical

wiring.

* Loop wire, backer rod, and sealant are available from lead in

systems www.leadinsystems.com.

* Twist all loop lead -in wires 6 turns per foot from edge of active

loop to termination on loop detector

9.56''

12

.7

5''

8.37''

9.3

8''

7.1''

7.1

''

Use 3/8 '' anchor

bolts

Power Wires

(1'' Metallic)

B

c

E

Cat 5 or Cat 6

(3/4'' metallic)

Merge Loop

Lead-In

(Optional)

(1/2 '' PVC)

External Prox

loop Lead-In

(1/2 '' PVC)

Gate Loop

Lead-In

(1/2 '' PVC)

Note:

* Loop lead-in conduits must be PVC to prevent loop

interference.

* Ensure conduit is placed as close together as possible to allow

room for plates.

* To secure gate, fasten adapter plates to the 3/8 '' anchor bolts.

E

E

2'

6'+/-1''

12'+0'/-2' 11''

16-3/4''+/-1/2''

9'' +/-

1

2

''

25-3/4''+/-1/2''

18''+/-1/2''

Curb

(optional)

Gate

Outdoor stainless

Equipment

Enclosure OT10400

contains KPT/OTT

(location may vary)

Attendant Stand

Area

Fastpass or carpics

(Optional)

Tire track

Traffic directionGate Loop

Ext. Prox loop

(Req. for carpics

and semi-attended

fastpass lane)

If using Carpics, note the following:

* When sharp turns into lane are required, they should be left rather than right.

* If the turn radius is directly into the island, increase lane width as follows:

* Less than 10' turn radius- Increase lane width to 15'.

* 10-15' turn radius-Increase lane width to 12'.

Note:

* If not using curb, reference vehicle tire track

* Fastpass installed in an attended lane must be mounted with respect to an attendant stand area

* When not using the outdoor stainless Equipment Enclosure, OTT accessories, such as the power supply and

receipt printer, must be stored in a location not exposed to chemicals, moisture, and extreme temperature.

* Only KPTs and OTTs are recommended for outdoor installion, TSTs and PCTs are not designed to operate

excessively hot or cold environments.

* Use OTT accessory enclosure if OTT accessories cannot be sheltered.

10'7''

clearance to

mounting

surface

3421 S. Briery Road

Irving, Texas 75060

(972) 986-7239









She

et

May 4, 2017

4.1.4

DR

B X

PT

Layout &

D

etails

Co

rp

us C

hristi, T

exa

s

Astro

ma

tic C

ar W

ash

Scale:

F

Gate, Merge & Ext. Prox Loop Details (Page 6)

N.T.S.

Scale:

E

XPT - Elevation (Page 5)

N.T.S.

Scale:

H

KPT/OTT Layout (Page 8)

N.T.S.

Scale:

G

Detail - Magnetic Gate Conduit Routing (Page 7)

N.T.S.

Scale:

J

XPT / OTT - Elevation (Page 9)

N.T.S.



AutoCAD SHX Text

Canopy (recommended)

AutoCAD SHX Text

Bollard (optional) 6'' Dia.+/-2"

AutoCAD SHX Text

Note: Fastpass pole is mounted directly to island surface and does not require additional foundation

AutoCAD SHX Text

Driving surface

AutoCAD SHX Text

curb

AutoCAD SHX Text

XPT Undercut Foundation - Side View

AutoCAD SHX Text

XPT base frame

AutoCAD SHX Text

Conduits

AutoCAD SHX Text

24'' or to frost line

AutoCAD SHX Text

Recommended depth

AutoCAD SHX Text

Minimum depth

AutoCAD SHX Text

Magnetic Gate Foundation - Side View

AutoCAD SHX Text

Protrude conduits 2'' from surface. All conduit should fit within a 4.5'' square area, centered between the fasteners to allow room for adapter brackets.

AutoCAD SHX Text

Holes for Mounting Fasteners/ anchors 4'' Deep

AutoCAD SHX Text

Island surface

AutoCAD SHX Text

Driving surface

AutoCAD SHX Text

Concrete Foundation

AutoCAD SHX Text

Foundation should be 17.7'' wide as viewed from front

AutoCAD SHX Text

Fastpass reader or carpics camera (optional)

AutoCAD SHX Text

Note : Bury conduits deeper than 6'' to avoid gate fasteners/anchors

AutoCAD SHX Text

Curb

AutoCAD SHX Text

Canopy (recommended)

AutoCAD SHX Text

Note: Fastpass pole is mounted directly to island surface and does not require additional foundation

AutoCAD SHX Text

Magnetic Gate Foundation - Side View

AutoCAD SHX Text

Protrude conduits 2'' from surface. All conduit should fit within a 4.5'' square area, centered between the fasteners to allow room for adapter brackets.

AutoCAD SHX Text

Holes for Mounting Fasteners/ anchors 4'' Deep

AutoCAD SHX Text

Island surface

AutoCAD SHX Text

Driving surface

AutoCAD SHX Text

Concrete Foundation

AutoCAD SHX Text

Foundation should be 17.7'' wide as viewed from front

AutoCAD SHX Text

Fastpass reader or carpics camera (optional)

AutoCAD SHX Text

Gate

AutoCAD SHX Text

Note : Bury conduits deeper than 6'' to avoid gate fasteners/anchors

AutoCAD SHX Text

Curb

AutoCAD SHX Text

Attended stand area

astromatic car wash sheet list table...

Documents