BRKR202001_DRAWINGS SPECS.pdf

2222 SOUTH THIRD STREET

COLUMBUS, OHIO 43207-2402 U.S.A.

PHONE (614) 443-7492 FAX (614) 444-9337

Nov-07

Columbus JACK Corporation Regent Manufacturing

9773-010

125 TON UNIVERSAL JACK TESTER

OPERATION and MAINTENANCE MANUAL with ILLUSTRATED PARTS LIST

3.1

Columbus JACK Corporation Regent Manufacturing

MODEL 9773-010

125 TON UNIVERSAL JACK TESTER

PAGE -1-

1.0 Introduction

This manual is issued as a basic service and maintenance manual covering the Model 9773-010, 125 Ton Universal Jack Tester manufactured by Columbus JACK Corporation – Regent Manufacturing, 2222 S. Third St., Columbus OH, U.S.A., Phone number (614) 443-7492, FAX No. (614) 445-3981.

To derive maximum service, it is recommended that personnel have an understanding of the equipment before attempting to operate the tester. It is mandatory that the operating procedures herein be followed.

2.0 Specifications

Capacity 125 Tons

Tester Height

Overall 30 Feet (360 Inches)

Minimum Test 10.5 Inches

Maximum Test 260 Inches

Electrical Requirement 110 VAC, 50/60 Hz, 20 amps

3.0 Description

The jack tester has two vertical columns connected together by a top column support and installed into a bottom column support in the foundation. The top column support holds a hoist, which is connected to the beam assembly. A control box contains electrical controls for the hoist, indicators for a load cell and a RS485 output for to a CPU. A load cell is mounted on the underside of the beam assembly. The beam assembly is locked in place by two pairs of lock pins. The position of the beam assembly can be adjusted by removing the lock pins and using the hoist. A ladder is installed on each column to permit access to the beam locking pins. Each ladder contains a notched rail to which is connected a safety belt for operator safety during ladder climbing.

2222 S. Third St., Columbus, Ohio 43207-2402

3.1 CPU Setup and Requirements

The control box comes with the ability to output tonnage to a RS485 connector.

The necessary receiver is provided for customer installation into a USB Port. The software to process the information is provided on disc and translates the information to Excel Spreadsheet. The customer must provide the computer with a USB port, keyboard, monitor, Excel software and printer. The software is to be loaded by the customer using simple on screen directions.

3.2

MODEL 9773-010

125 TON UNIVERSAL JACK TESTER

PAGE -2-

4.0 Installation (Reference Figure 1)

4.1 Install foundation per Regent Drawing 9365-F.

NOTE: LOCAL SOIL CONDITIONS MUST BE CALCULATED AND REGENT

DRAWING 9365-F MUST BE ADJUSTED ACCORDINGLY BY A CIVIL

ENGINEER.

WARNING: MAKE SURE THERE IS AT LEAST 38 FEET VERTICAL

CLEARANCE FOR TESTER INSTALLATION.

4.2 With the lock pins on the beam assembly facing front, set the beam assembly on to the bottom column support.

4.3 Install the column extensions (Items 23) in the top column support (Item 3). Install with cap screws (Item 15), washers (Items 17 and 18) and nuts (Item 16).

4.4 Install the columns (Items 5 and 46) in the column extensions (Items 23), making sure all components face front. Install with cap screws (Item 19), washer (Items

20) and nuts (Item 21).

4.5 Attach the hoist (Item 9) to the top column support so that the cables are on the left side.

4.6 Lift the top column support with attached parts and place the columns through the beam assembly into the bottom column support. Install with capscrews (Item 15), washers (Items 17 and 18) and nuts (Item 16). Do not tighten the nuts.

4.7 Install adjusting screws (Item 24) in the bottom column support and tighten until the columns are vertical within 0.5 degrees. Tighten nuts (Item 16).

4.8 Install two braces (Item 8) and two brackets (Item 6 and 7) to each ladder with cap screws (Item 22), washers (Item 20) and nuts (Item 21).

4.9 Install each ladder with attached parts on the corresponding column with the cap screws (Item 19) and washers (Item 20). NOTE: Ensure ladder with control box bracket is mounted on the left side.

4.10 Using the wire thimble (Item 52), wire rope (Item 55), clamps (Item 54) and turnbuckles (Item 53), connect guy wires from each corner of the foundation to the rings on the top column support. Ensure that the columns are vertical within 0.5 degrees. Adjust each cable until all four have the approximate same tension.

4.11 Install control box and arm brace (Item 27) on bracket on left ladder. Secure with washer (Item 25) and cotter pin (Item 29).

2222 S. Third St., Columbus, Ohio 43207-2402

4.12 Install the load cell (Item 10) to the bottom beam assembly.

3.3

MODEL 9773-010

125 TON UNIVERSAL JACK TESTER

PAGE -3-

4.0 Installation (Continued)

4.13 Connect the cable from the load cell to the control box as shown in the Electrical Schematic.

4.14 Connect both cables from the hoist to the control box as shown in the Electrical Schematic. Secure to top column support using loop clamps provided.

4.15 Secure all cables to left ladder using loop clamps provided.

WARNING: OPEN CONTROL BOX DOOR WILL DISCONNECT POWER TO MOST

OF THE BOX. POWER WILL STILL BE “HOT” AT TERMINAL BLOCK.

4.16 Connect external electrical power source to the control box as shown in the Electrical Schematic. Ensure control box door is closed and secured.

5.0 Beam Assembly Positioning

WARNING: MAKE SURE THAT THE AREA AROUND THE JACK TESTER IS CLEAR

OF OBJECTS THAT COULD HIT OR CATCH THE LOAD CHAIN OR

BEAM ASSEMBLY DURING OPERATION.

WARNING: NEVER WALK UNDER BEAM ASSEMBLY IF LOAD PINS ARE NOT IN

THE LOCKED POSITION.

WARNING: ONLY USE THE LADDER TO CLIMB ON THE UNIT. NEVER CLIMB ON

THE LADDER WITHOUT USING THE SAFETY BELT.

5.1 Turn power source “on”. Place the ON switch in the up position. Permit the control box to do a self-check for approximately 3 minutes.

5.2 Operate the DOWN push-button on the control box until a sufficient length of load chain is available to connect to the upper hook on the beam assembly.

5.3 Make sure the lock pins on the beam assembly are locked in the disengaged position. Operate the UP and Down push-buttons on the control box until the beam assembly is at the required height.

5.4 Release the upper two (spring loaded) lock pins on the beam assembly. Operate the Up and DOWN push-buttons on the control box until the upper two lock pins engage the holes in the columns. Engage the lower two lock pins in the holes in the columns. Ensure all lock pins are locked in position.

5.5 Operate the DOWN push-button until the beam assembly rests fully on the lock pins and the hoist chain is slack.

2222 S. Third St., Columbus, Ohio 43207-2402

3.4

MODEL 9773-010

125 TON UNIVERSAL JACK TESTER

PAGE -4-

6.0 Operation

6.1 Turn power source “on”. Place the ON switch in the up position. Permit the control box to do a self-check for approximately 3 minutes.

6.2 Position the beam assembly as required (Reference Section 5.0).

WARNING: JACK MUST BE CENTERED AND LEVELED UNDER LOAD CELL TO

PREVENT SIDE LOADS APPLIED TO JACK TESTER.

6.3 Center jack under the load cell.

CAUTION: ENSURE CORRECT ADAPTER IS INSTALLED ON THE LOAD CELL.

6.4 Partially extend screw extension on jack.

6.5 Press the ZERO push-button on the control box. Ensure the display indicates zero weight.

6.6 Close relief valve on jack and extend ram(s) until cup adapter contacts jack tester.

6.7 Extend jacks to the following height positions:

6.7.1 Single Stage Jacks- Extend ram at least 2 inches.

6.7.2 Multi-Stage Jacks- Extend the first (larger) stage ram fully and the second (smaller) stage at least 2 inches.

6.7.3 Regent Rhino Series 5923- Position jack point 8-10 inches from the floor.

6.7.4 Regent Rhino Series 8398- Position the jack point 21-24 inches from the floor.

6.8 Continue to pressurize the jack against the load cell until the desired tonnage is indicated on the display. Set the relief valve on the jack. Upon re-checking the adjustment, the load indicated may vary + 5% of rated load. This effect is due to amount, type and length of manual pump strokes. Jacks with air pumps should be set using the air pump.

6.9 After completion of the test, open release valve on the jack and fully retract the jack ram(s). Lower the screw extension completely and remove the jack from under the jack tester.

6.10 Put the ON switch in the OFF position and disconnect the main power source from the control box.

3.5

Model 9773-010 125 Ton Universal Jack Tester Figure 1

FIG. & UNITS

ITEM PART NUMBER DESCRIPTION PER

NO. ASS'Y

1- 9773-010 125 Ton Universal Jack Tester .................. Ref.

-1 9365-B Beam Assembly -2 9773-3 Bottom Support Weldment -3 9365-2 Top Support Weldment -4 9365-4 Ladder, Left -5 9365-5 Column, Left -6 9365-8 Bracket, Top Left -7 9365-9 Bracket, Top Right -8 9365-11 Brace, Bottom -9 Model R, 2 Ton, 110 VAC Hoist (Columbus McKinnon Corp)

8 FPM

-10 9773-0100 Load Cell -11 1000-0425-401 Sleeve (Antenna Products) -12 0001-9488-205 Mounting Bracket (Antenna Products) -13 0001-9490-401 Safety Belt (Antenna Products) -14 9365-16 Rail -15 91268A967 Hex Head Capscrew (McMaster Carr) -16 94895A041 Nut (McMaster Carr) -17 1.5 ID Washer -18 1.5 ID Lock Washer -19 .50-20 x 1.25 Lg Hex Head Capscrew -20 .5 ID Lock Washer -21 .5-20 Nut -22 .5-20 x 1.75 Lg Hex Head Capscrew -23 9773-12 Column Extension -24 .75-16 x 1.5 Lg Hex Head Capscrew -25 1.0 ID Washer -26 9365-6 Bracket -27 9365-20 Brace -28 FF-1207 Bearing (Oilite) -29 98401A477 Cotter Pin (McMaster Carr) -30 .38-24 x 1.25 Lg Hex Head Capscrew -31 .38-24 Nut -32 .38 ID Lock Washer -33 .25-28 x 1.0 Lg Hex Head Capscrew -34 .25-28 Nut -35 .25 ID Lock Washer -36 .38-16 x .75 Lg Hex Head Capscrew -37 .38-16 Locknut -38 Not Used

2222 S. Third St., Columbus, Ohio 43207-2402

-39 Not Used

3.6

Model 9773-010 125 Ton Universal Jack Tester Figure 1

FIG. & UNITS

ITEM PART NUMBER DESCRIPTION PER

NO. ASS'Y

1- 9365-010 125 Ton Universal Jack Tester .................. Ref.

-40 Not Used -41 MS21334-32 Loop Clamp -42 10-24 x .75 Lg Hex Head Capscrew -43 10-24 Nut -44 #10 Lock Washer -45 9365-24 Ladder, Right -46 9365-25 Column, Right -47 Not Used -48 915-543 Nameplate -49 .09 DIA x .12 Lg Drive Screw -50 Not Used -51 Not Used -52 G-408-1/4 Thimble (Crosby) -53 HG-227-1/2 x 6 Turnbuckle (Crosby) -54 G-450-1/4 Clamp (Crosby) -55 3420T262 Wire Rope (McMaster Carr) ....................... A/R

3.7

REGENT MFG., INC.

Model 9365-010

125 Ton Universal Jack Tester Page 3 of4 Figure 1

WAANW.- KIT? :;Lt..;t O!JWUt«:: Bu.i.t �MEWl wr, )001} t.M a..

"--------------- 11905 REGENTVIEW AVE., DOWNEY, CA 90241·5587

3.8 dryan Line dryan Line dryan Line dryan Line dryan Line dryan Line dryan Line dryan Line dryan Line dryan Oval dryan Oval

�-REGENT MFG.,

Model 9365-01 O 125 Ton Universal Jack Tester Figure 1

INC.

VIEW A-A

'-------------------------11905 REGENTVIEW AVE., DOWNEY, CA 90241-5587

3.9

Model 9773-010 125 Ton Universal Jack Tester Figure 2

FIG. & UNITS

ITEM PART NUMBER DESCRIPTION PER

NO. ASS'Y

2- 9365-B Beam Assembly ......................................... Ref.

-1 9365-1 Beam Weldment -2 9365-7 Adapter, 0.75 -3 9365-10 Pin, Stop -4 9365-12 Handle -5 9365-13 Stud -6 9365-14 Cap -7 9365-15 Adapter, 0.5 -8 S-3113 Spring (Century Spring)

3.10

.--REGENT MFG., INC.

Model 9365-01 O 125 Ton Universal Jack Tester Page 2 of2 Figure 2

§ p========'® c:cD WARNING- KEEP CLEAR DURING BEAM MOVEMENT n

FRONT

WT: 3000 LBS

4 8

'-------------------------11905 REGENTVIEW AVE_, DOWNEY, CA 90241-5587

3.11

REGENT MFG., INC.

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.--=::=::__ _ __). / I r

NOTES: WIRE COLORS:

B - BLACK

R • RED

W • WHITE

G - GREEN

BL - BLUE

BR • BROWN

Y • YELLOW

T • TAN

0 -ORANGE

P ·PURPLE TERMINAL : O

CONTROL CABLE

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System Electrical Schematic

POWER C�BLE

11905 REGENTVIEW AVE., DOWNEY, CA 90241-5_587

3.12

TO 33AA14-2-1

CHAPTER III

PREPARATION FOR USE AND SHIPMENT

3-1. PREPARATION FOR USE.

3-1.1. Foundation Installation. (Figure 3-1)

NOTE

Foundation installation instructions in this manual are typical of most installations.

Drawing number 7186-F, CAGE Code 02708, m a y b e r e q u e s t e d f r o m SA-ALC/TILDE, Kelly AFB TX 78241, for foundation instructions.

The jack tester cannot be installed if the ceiling height is less than the minimum specified below. b.

a. If the jack tester will be located indoors, you must calculate the ceiling height necessary to permit in-stallation. The minimum height necessary is 23 feet plus the height of the lifting device used to install the components into the foundation. This height is c.

not sufficient to permit installation of pre-assembled columns and top column support, but will permit you to install each part separately. More time is necessary to install components with this procedure.

You can install pre-assembled columns and top col-umn support if the available ceiling height is 25 feet plus the height of the hoist.

NOTE

The foundation drawing shown in Figure 3-1 is typical of most installations, but soil and topographical conditions at each location are different. It may be necessary to change the configuration of the foundation drawing to adjust to local conditions.

Minimum soil bearing pressure for the foundation is 1500 pounds per square foot. If the soil conditions do not permit this pressure, then the foundation de-sign must be changed. A civil engineer must adapt the design to adjust to local conditions.

The materials necessary to make the foundation are found in Table 3-1.

Table 3-1. Foundation Materials

3-1

3.13

d. To make the foundation, follow these instructions:

(1) Prepare the foundation area by removing ma-terial from a space 180 inches long x 180 inches wide x 48 inches deep as shown in Figure 3-1

(2)

(3)

(4)

If the bottom column support is not installed in the correct position, the location of the ladders and the operator’s station will be incorrect. This can prevent full use of the jack tester.

Upright parts of the bottom column support must be vertical to the floor within 0.5 degrees or the jack tester will not operate correctly.

Install the bottom column support (1, Figure 7-1) as shown in Figure 3-1. The word FRONT must point in the direction of the operator. Up-right parts of the bottom column support must be vertical to the floor within 0.5 degrees.

Install the rebar (2, Figure 3-1). Spotweld the rebar to the bottom column support (1) where the pieces touch, in accordance with AWSD 1.1.

Weld the stepbolts (3) to the angle pieces (4, 5). Weld the angle pieces (4, 5) together, in accordance with AWS.D1. 1.

The angle assembly must be level within

0.5 degrees or the jack tester will not operate correctly.

(5) Install the angle (4, 5) assembly. Angle assembly must be level within 0.5 degrees.

NOTE

The concrete must have a minimum compressive strength of 3000 psi.

NOTE

If the building has a concrete slab, the foundation must be made flush with the slab.

A preformed 3/4 inch expansion joint is necessary around the outer edge of the foundation.

Do not fill in the drain holes with concrete or moisture will collect at bottom of the support and cause corrosion. Refer to Figure 3-1 for drain hole location.

The concrete floor must be level within 0.5 degrees or the jack tester will not operate correctly.

If the concrete does not cure for the specified time, the foundation will be unstable.

(6) Fill the foundation area with concrete. Fill the bottom column support (1, Figure 3-1) posts with concrete up to the level of the 1/2 inch drain holes. The concrete must cure for 30 days, minimum.

3-1.2. Initial Setum (Figure 7-1)

NOTE

Most components of the jack tester are assembled by the manufacturer before shipment. Only primary components must be assembled during initial setup.

3-1.2.1. 25 Foot Ceiling. You can use the subsequent procedure to save assembly time, but only if the ceil-ing height is 25 feet or more, plus the height of the hoist (Table 2-1). If the ceiling height is less than this quantity, refer to paragraph 3-5 .

NOTE

Ensure pins (52) on beam assembly (46) are located to the front. Refer to Figure 3-1.

a. Set the beam assembly (46, Figure 7-1) on to the bottom column support (58). Use the hoist (Table 2-1). Align the bore holes in the beam assembly and the bottom column support.

b. Install the columns (55, 56) in the top column support (41). Install the screws (42), the lockwashers (43), the washers (44) and the nuts (45).

c. Attach the hoist (2) to the top column support (41).

3-2

3 .14

3 .15

NOTE

Top column support is stenciled “FRONT”.

d. Lift the top column support (41) and attached parts (55, 56). Put the columns (55, 56) into the bottom column support (57). Install the screws (42) the lockwashers (43), the washers (44) and the nuts (45). Do not tighten the nuts.

e. Install adjusting screws (62) in the bottom column sup-port (57) and tighten until columns (55, 56) are vertical within 0.5 degrees. Tighten nuts (45).

f. Install the brace (32) and the bracket (35) on the ladder

(24) with the screws (25) the washers (26) and the nuts (27).

g. Install the ladder (24) and attached parts (32, 35) on the column (55) with the screws (33, 36) and the washers (34, 37). Ensure ladder with control box bracket (11) is mounted on front left side.

h. Install the brace (32) and the bracket (38) on the column

(56) with the screws (33, 39) and the washers (34, 40).

i. Install the ladder (28) on the brace (32) and the bracket

(38) with the screws (29) the washers (30), and the nuts (31).

3-1.2.2. 23 Foot Ceiling. Use the subsequent procedure if the ceiling height is 23 feet or more plus the height of the hoist, but less than 25 feet plus the height of the hoist. If the ceiling height is 25 feet or more plus the height of the hoist, refer to paragraph 3-4 to save time during assembly.

a. Install the columns (55, 56) into the bottom column sup-port (57). Install the screws (42) the lock washers (43), the washers (44), and the nuts (45). Do not tighten the nuts.

b. Install adjusting screws (62) in the bottom column sup-port (57) and tighten until columns (55, 56) are vertical within 0.5 degrees. Tighten nuts (45).

NOTE

Ensure pins (52) on beam assembly (46) are located to the front. Refer to Figure 3-1.

c. Install the beam assembly (46, Figure 7-1) on the col-umns (55, 56) so that it rests on the bottom column support (57). Use the hoist (Table 2-1).

NOTE

Top column support is stenciled “FRONT”.

d. Attach the hoist (2) to the top column support (41).

Install the top column support (41) on the columns (55, 56). Use the hoist (Table 2-1). Install the screws (42) the lockwashers (43) the washers (44) and the nuts (45).

e. Install the brace (32) and the bracket (35) on the ladder

(24) with the screws (25) the washers (26) and the nuts (27).

f. Install the ladder (24) and attached parts (32, 35) on the column (55) with the screws (33, 36) and the washers (34, 37). Ensure ladder with control box bracket (11) is mounted on front left side.

g. Install the brace (32) and the bracket (38) on the column

(56) with the screws (33, 39) and the washers (34, 40).

h. Install the ladder (28) on the brace (32) and the bracket

(38) with the screws (29), the washers (30), and the nuts (31).

Failure to insert flat side of load cell (1, Figure 7-1) in the beam Assembly (54) with the stud (53) can result in death or serious injury to personnel or dam-age to equipment. Ensure flat side of load cell is fully flush with beam assembly prior to use.

3-1.3. Wiring/Power Connections. (Figure 7-1)

a. Install bracket (11) on ladder (24) and secure using screws (12), washers (13), and nuts (14).

b. Install arm brace (7) on bracket (11) and secure using bearing (10), washer (9), and cotter pin (8).

c. Install control box (3) on bracket (7) using screws (4), washers (5), and nuts (6).

d. Install the load cell (1) on the beam assembly (46).

e. Refer to the electrical schematic provided in DIA- GRAMS (Chapter VI) and connect the cable (65) from the load cell (1) to the control box (3). Secure to beam

(46) and ladder (24) using loop clamps (58), screws (59) washers (60), and nuts (61).

3-4 Change 3

3.16

f. Connect the control and power cables (127, 128, Figure 7-2) from the hoist (2, Figure 7-1) to the control box (3).

Secure to support (41) and ladder (24) using loop clamps (58), screws (59), washers (60), and nuts (61).

g. Electrical wiring from the power source to the control box (3) is not provided with the jack tester and must be supplied by the user. Make sure the electrical power source is 115 VAC, single phase, 60 Hz.

h. Make sure the door on the control box (3) is closed and locked. Use the clips to lock the door.

3-1.4. Hoist Test/Beam Hookup. (Figure 7-1)

Make sure the area around the jack tester is clear of objects that could hit or catch the load chain or beam assembly during operation.

• Never walk under beam if load pins are not in the locked position.

• Only use the ladder to climb on the unit. Never climb on the ladder without using the safety belt.

a. Place the ON switch on the control box (3) in the ON

(up) position. Permit the control box to do a self-check for approximately 3 minutes. It is necessary for the elec-tronic system to be stable before you do a test.

b. Test the electrical connections by operating the UP and DOWN switches on the control box. (3). Make sure the lower hook (57, Figure 7-2) moves in the specified direction. If the hoist (2, Figure 7-1) does not operate correctly, refer to TROUBLESHOOTING (Chapter V).

c. Operate the DOWN switch on the control box (3) until a sufficient length of load chain is available to connect the lower hook to the beam assembly (46).

Make sure that the load chain is tight, with no slack, before releasing the stop pins.

d. Make sure the stop pins (52) on the beam assembly (46) are locked in the disengaged position. Operate the UP and DOWN switches on the control box (3) until the beam assembly is at the necessary height.

e. Release the upper two (spring loaded) stop pins (52) on the beam assembly (46). Operate the UP and DOWN switches on the control box (3) until the upper two stop pins engage the holes in the columns (55, 56). Engage the lower two stop pins (52) in the holes in the columns.

Make sure all the stop pins are locked in position.

f. Operate the DOWN switch on the control box (3, Figure 7-1) for one second to make sure the stop pins (52) fully engage the holes in the columns (55, 56).

g. The control box (3) must be calibrated before initial use.

Refer to CALIBRATION (Chapter IV) for instructions.

3-1.5. Preoperational Inspection. (Figure 7-1) Do a preoperational inspection as specified in Table 3-2. You must replace or repair any component that shows wear or damage before operating the hoist. You must tighten any component that is loose.

NOTE

A fast visual inspection is sufficient when jack tester components are new. A full inspection is necessary when components show signs of use or damage.

Change 3 3-5

3.17

2' - 6"

0' - 3" 0' - 6" 0' - 6" 0' - 6" 0' - 6" 0' - 3"

0'

0'

0'

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

25' - 0"

Scale

Project number

Date

Drawn by

Checked by www.autodesk.com/revit

As indicated

/1

4/

:4

:5

A

M

S.1

COBRA TEETH

BRKR202001

TSGT CHANDLER

AGE JACK TESTER

9 JULY, 2020

TSGT CHANDLER

TSGT CHANDLER

No. Description Date

1 COBRA TEETH - 3D 2 COBRA TEETH - WIREFRAME

1" = 1'-0"

3 COBRA TEETH - END VIEW

1/2" = 1'-0"

4 COBRA TEETH - SIDE VIEW

3.18 COBRA TEETH

3.19 SPEED BUMPS

AutoCAD SHX Text 3.5"

AutoCAD SHX Text 24"

AutoCAD SHX Text

ASPHALT SPEED BUMP - SIDE VIEW

AutoCAD SHX Text

ASPHALT STRIPING - TOP VIEW

AutoCAD SHX Text 12'

AutoCAD SHX Text 2'

AutoCAD SHX Text 2"

AutoCAD SHX Text 2"

EXISTING ASPHALT

3.20 COBRA TEETH

COBRA TEETH & CONCRETE

AutoCAD SHX Text

NEW SPEED BUMPS

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RD

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SD

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SD

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SD

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SD

AutoCAD SHX Text F.F.=724.23

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REMOVABLE BOLLARDS

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REMOVABLE BOLLARDS

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REMOVABLE BOLLARDS

AutoCAD SHX Text

REMOVABLE BOLLARDS

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SIGN

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CONC

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CONC

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SD

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SD

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SD

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SD

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GRATE INLET

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TOP=720.41

AutoCAD SHX Text

INV. 12" P.V.C. OUT E=716.41

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CURB INLET

AutoCAD SHX Text

TOP=721.82

AutoCAD SHX Text

THR.=721.06

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UNABLE TO OPEN

AutoCAD SHX Text

APPROX. BOTTOM=714.42

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CURB INLET

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TOP=721.74

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THR.=720.79

AutoCAD SHX Text

INV. 18" CONC. IN E=714.39

AutoCAD SHX Text

INV. 18" CONC. OUT W=714.39

AutoCAD SHX Text

GREAT INLET

AutoCAD SHX Text

TOP=724.71

AutoCAD SHX Text

INV. 18" CONC. IN E=714.91

AutoCAD SHX Text

INV. 18" CONC. OUT W=714.91

AutoCAD SHX Text

INV. 12" PLASTIC=724.10

AutoCAD SHX Text

GRATE INLET 14

AutoCAD SHX Text

TOP=725.58

AutoCAD SHX Text

INV. 18" CONC. IN NW=721.78

AutoCAD SHX Text

INV. 18" CONC. OUT E=721.78

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text x

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NEW SPEED BUMPS

3.21 JACK TESTER

%%UBUILDING 40

AutoCAD SHX Text

%%UBUILDING 41

AutoCAD SHX Text

%%UBUILDING 45

AutoCAD SHX Text

STOP

AutoCAD SHX Text

RD

AutoCAD SHX Text

AWNING

AutoCAD SHX Text F.F.=625.90

AutoCAD SHX Text

CBP

AutoCAD SHX Text

CBP

AutoCAD SHX Text

CBP

AutoCAD SHX Text

CBP

AutoCAD SHX Text

CBP

AutoCAD SHX Text

CBP

AutoCAD SHX Text

CBP

AutoCAD SHX Text

CBP

AutoCAD SHX Text

CBP

AutoCAD SHX Text

CBP

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text F.F.=621.58 +

AutoCAD SHX Text

STEPS

AutoCAD SHX Text

GP

AutoCAD SHX Text

GP

AutoCAD SHX Text

STEPS

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text

SD

AutoCAD SHX Text

SD

AutoCAD SHX Text

SD

AutoCAD SHX Text

SD

AutoCAD SHX Text

GRATE INLET 198

AutoCAD SHX Text

TOP=609.66

AutoCAD SHX Text

INV. 6" PVC IN NW=605.66

AutoCAD SHX Text

INV. 8" CONC. OUT SW=605.66

AutoCAD SHX Text

GRATE INLET 128

AutoCAD SHX Text

TOP=611.13

AutoCAD SHX Text

INV. 18" CONC. IN NW=605.63

AutoCAD SHX Text

INV. 18" CONC. IN W=605.63

AutoCAD SHX Text

INV. 18" CONC. OUT E=605.63

AutoCAD SHX Text

CURB INLET 127

AutoCAD SHX Text

TOP=615.67

AutoCAD SHX Text

THR.=615.21

AutoCAD SHX Text

INV. = UNABLE TO OPEN

AutoCAD SHX Text

APPROX DEPTH =8.00'

AutoCAD SHX Text

TOP OF DRAIN=613.32

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text

TP

AutoCAD SHX Text

TP

AutoCAD SHX Text

NEW CONCRETE CURB

AutoCAD SHX Text

DEMO CURB

NEW ELECTRICAL

3.22 ABI

%%UBUILDING 40

AutoCAD SHX Text

%%UBUILDING 41

AutoCAD SHX Text

%%UBUILDING 45

AutoCAD SHX Text

RD

AutoCAD SHX Text

AWNING

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text F.F.=621.58 +

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

6" WOOD WALL

AutoCAD SHX Text

COMMUNICATION BOX

AutoCAD SHX Text

TRANSFORMER

AutoCAD SHX Text

GP

AutoCAD SHX Text

GP

AutoCAD SHX Text

GRATE INLET 128

AutoCAD SHX Text

TOP=611.13

AutoCAD SHX Text

INV. 18" CONC. IN NW=605.63

AutoCAD SHX Text

INV. 18" CONC. IN W=605.63

AutoCAD SHX Text

INV. 18" CONC. OUT E=605.63

AutoCAD SHX Text

CURB INLET 127

AutoCAD SHX Text

TOP=615.67

AutoCAD SHX Text

THR.=615.21

AutoCAD SHX Text

INV. = UNABLE TO OPEN

AutoCAD SHX Text

APPROX DEPTH =8.00'

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text

TP

AutoCAD SHX Text

REMOVE EXISTING CURB AND EARTHWORK/ INSTALL CONCRETE SLAB

NEW ELECTRICIAL