PDF PROJECT LOCATION MAP

[Pages:5]BOONE COUNTY

BAR IS ONE INCH ON OFFICIAL DRAWINGS. 0

1" IF NOT ONE INCH, ADJUST SCALE ACCORDINGLY.

BY

DESCRIPTION

DATE

GENERAL SITE - REPLACE GENERAL STORES FUEL TANK MU PROJECT NUMBER CP180241 AT

UNIVERSITY OF MISSOURI - COLUMBIA FOR

CURATORS OF THE UNIVERSITY OF MISSOURI APRIL 25, 2019

#

ALL RIGHTS RESERVED. ALL BARTLETT & WEST PLANS, SPECIFICATIONS AND DRAWINGS ARE PROTECTED UNDER COPYRIGHT LAW, AND NO PART MAY BE COPIED, REPRODUCED, DISPLAYED PUBLICLY, USED TO CREATE DERIVATIVES, DISTRIBUTED, STORED IN A RETRIEVAL SYSTEM OR TRANSMITTED IN ANY FORM BY ANY MEANS WITHOUT PRIOR WRITTEN PERMISSION OF BARTLETT & WEST.

1719 SOUTHRIDGE DR., SUITE 100 - JEFFERSON CITY MO 65109.4000 PHONE 573.634.3181 - FAX 573.634.7904 CERTIFICATE OF AUTHORITY NO. 000167

CP180241 - GENERAL SITE REPLACE GENERAL STORES FUEL TANK

UNIVERSITY OF MISSOURI - COLUMBIA

Drawing Name: w:\Proj\17000\17965\17965.007\AutoCad\Plan Set\17965.007 - COVER SHEET.dwg Layout Name: COVER SHEET Plotted By: RCS01176 Plotted on: 4/15/2019 10:10:06 AM

KEY MAP

UNIVERSITY OF MISSOURI

VIRGINIA AVE STADIUM BLVD

COVER SHEET

TIGER AVE

COLLEGE AVE

MONK DR

R

V E R

D

L

E A

O R IA

E M

MD

K

IC

M

CHAMPIONS DR

I HEREBY CERTIFY THESE DRAWINGS AND/OR SPECIFICATIONS HAVE BEEN PREPARED BY ME, OR UNDER MY SUPERVISION. I FURTHER CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THESE DRAWINGS AND/OR SPECIFICATIONS ARE AS REQUIRED BY AND IN COMPLIANCE WITH THE BUILDING CODES OF THE UNIVERSITY OF MISSOURI.

_______________________________________________ SIGNATURE

LOCATION OF WORK

R O C K Q U A R R Y R D

PROJECT LOCATION MAP

NOT TO SCALE

CALL OR CLICK 3 DAYS BEFORE YOU DIG!

1-800-DIG-RITE or 811

MISSOURI

ONE CALL SYSTEM



SHEET INDEX

SHEET NO. DRAWING NO.

SHEET TITLE

CIVIL SHEETS

1

G001 COVER SHEET

2

C100 CIVIL - DEMOLITION AND STAGING AREA

MEP SHEETS

3

P020 FUEL TANK DEMOLITION PLAN

4

P200 FUEL TANK IMPROVEMENT PLAN

5

P420 FUEL TANK DETAILS

SEALED DATE:

DESIGNED BY: DRAWN BY: APPROVED BY:

MJV BDM TJD

DESIGN PROJ:

CP180241

DATE:

APRIL 25, 2019

DRAWING NO: SHEET NO:

G001

1 of 5

Last edit on: 4/15/2019 10:01 AM by: RCS01176

BAR IS ONE INCH ON OFFICIAL DRAWINGS. 0

1" IF NOT ONE INCH, ADJUST SCALE ACCORDINGLY.

BY

DESCRIPTION

DATE

#

ALL RIGHTS RESERVED. ALL BARTLETT & WEST PLANS, SPECIFICATIONS AND DRAWINGS ARE PROTECTED UNDER COPYRIGHT LAW, AND NO PART MAY BE COPIED, REPRODUCED, DISPLAYED PUBLICLY, USED TO CREATE DERIVATIVES, DISTRIBUTED, STORED IN A RETRIEVAL SYSTEM OR TRANSMITTED IN ANY FORM BY ANY MEANS WITHOUT PRIOR WRITTEN PERMISSION OF BARTLETT & WEST.

1719 SOUTHRIDGE DR., SUITE 100 - JEFFERSON CITY MO 65109.4000 PHONE 573.634.3181 - FAX 573.634.7904 CERTIFICATE OF AUTHORITY NO. 000167

GENERAL SERVICES BUILDING

CHAMPIONS DRIVE

CP180241 - GENERAL SITE REPLACE GENERAL STORES FUEL TANK

UNIVERSITY OF MISSOURI - COLUMBIA

Drawing Name: W:\Proj\17000\17965\17965.007\AutoCad\Plan Set\17965.007 - CIVIL DESIGN.dwg Layout Name: CIVIL - DEMOLITION AND STAGING AREA Plotted By: BDM00992 Plotted on: 4/3/2019 12:11:03 PM

ACCESS TO PROJECT SITE FROM STADIUM BLVD

UNIVERSITY GARAGE

FUEL PUMPS

CONTRACTOR SHALL MAINTAIN ONE LANE OF TRAFFIC AROUND THE FUEL PUMP CANOPY AND STAGING AREA

SEE SHEET P020 FOR DETAILED DEMOLITION PHASING NOTES. MINIMIZE FENCE REMOVAL AS MUCH AS POSSIBLE. REPLACE ANY REMOVED FENCE TO AN EQUAL OR BETTER CONDITION THAN EXISTING FENCE.

CONSTRUCTION SITE AND STAGING LIMITS, LAYDOWN AREA

CONTRACTOR SHALL MAINTAIN ONE LANE OF TRAFFIC THROUGH CONSTRUCTION DURATION

EXISTING FENCE TO REMAIN

REPLACE ANY REMOVED FENCE TO AN EQUAL OR BETTER CONDITION THAN EXISTING FENCE.

EXISTING FUEL TANKS REPLACE ANY REMOVED FENCE TO AN EQUAL OR BETTER CONDITION THAN EXISTING FENCE.

EXISITNG FENCE TO REMAIN

REPLACE ANY REMOVED FENCE TO AN EQUAL OR BETTER CONDITION THAN EXISTING FENCE.

THESE NO. 2 FUEL OIL TANKS NEED TO REMAIN ACCESSIBLE TO FACILITY OPERATIONS. CONTRACTOR SHALL COORDINATE WITH FACILITY OPERATIONS ACCORDINGLY.

SEE SHEET P020 FOR DETAILED DEMOLITION PHASING NOTES. MINIMIZE FENCE REMOVAL AS MUCH AS POSSIBLE. REPLACE ANY REMOVED FENCE TO AN EQUAL OR BETTER CONDITION THAN EXISTING FENCE.

CIVIL - DEMOLITION AND STAGING AREA

SCALE: 1"=20'

0

20'

40'

LEGEND

CONSTRUCTION SITE & STAGING LIMITS

PHASE 1 DEMOLITION LIMITS SEE SHEET P020 FOR DETAILS PHASE 2 DEMOLITION LIMITS SEE SHEET P020 FOR DETAILS

SEALED DATE:

4-3-19

DESIGNED BY: DRAWN BY: APPROVED BY: DESIGN PROJ:

MJV BDM MJV CP180241

DATE: DRAWING NO:

APRIL 5, 2019

C100

SHEET NO:

2 of 5

CIVIL - DEMOLITION AND STAGING AREA

Last edit on: 4/3/2019 10:01 AM by: BDM00992

Last edit on: 4/15/2019 10:08 AM by: RCS01176

Drawing Name: w:\Proj\17000\17965\17965.007\AutoCad\Plan Set\17965.007 - P020 PLUMBING DEMOLITION PLAN.dwg Layout Name: FUEL TANK DEMOLITION PLAN Plotted By: RCS01176 Plotted on: 4/15/2019 10:10:20 AM

5 WEST STAIR

P020 SCALE: NONE

1 EAST FUEL PIPING VAULT

P020 SCALE: NONE

6 WEST TANK CONNECTION

P020 SCALE: NONE

2 WEST FUEL PIPING VAULT

P020 SCALE: NONE

7 CENTER PIPING & CONDUIT

P020 SCALE: NONE

3 MU TANKS LOOKING SOUTH

P020 SCALE: NONE

8 EAST TANK CONNECTION

P020 SCALE: NONE

4 EAST STAIR

P020 SCALE: NONE

3 P020

5 P020

1

WEST FUEL PIPING VAULT 6

2 P020

4

ASPHALT DRIVE

EXISTING FUEL CONNECTIONS TO BE REMOVED.

3 EAST FUEL PIPING VAULT FENCE TO REMAIN

11

EAST OF POST

1

1

1

P020

8

5

9

6 P020

7 P020

8 P020

4

2

2

7

P020

FENCE TO REMAIN WEST OF POST

WEST FUEL TANK

EAST FUEL TANK

10

10

BAR IS ONE INCH ON OFFICIAL DRAWINGS. 0

1" IF NOT ONE INCH, ADJUST SCALE ACCORDINGLY.

BY

DEMOLITION REFERENCE NOTES:

DESCRIPTION

DATE

#

1 PHASE 1: REMOVE ONLY AS MUCH FENCE AND SUPPORTS AS REQUIRED TO FACILITATE REMOVAL OF WEST FUEL TANK AND PROVISION OF NEW FUEL TANK. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SITE AT END OF EACH DAY.

2 PHASE 1: REMOVE WEST STAIR AND ELEVATED WALKWAY TO CENTER SUPPORT COLUMN AND PROVIDE TEMPORARY RAILING AT EXPOSED END.

3 PHASE 1: DISCONNECT AND TEMPORARILY CAP FUEL LINE FROM WEST TANK INSIDE WEST FUEL PIPING VAULT.

4 PHASE 1: REMOVE EAST FUEL TANK AND ONLY AS MUCH FUEL PIPING AS IS REQUIRED TO FACILITATE INSTALLATION OF NEW TANK. REFER TO IMPROVEMENT PLAN.

5 PHASE 1: REMOVE ONLY ENOUGH POWER, CONTROL AND MONITORING WIRE/CONDUIT TO FACILITATE INSTALLATION OF NEW TANK.

6 PHASE 2: ONLY AFTER NEW TANK IS INSTALLED AND OPERATIONAL, DISCONNECT AND REMOVE BELOW GRADE FUEL LINE FROM WEST TANK INSIDE WEST FUEL PIPING VAULT. REFER TO "MODIFICATION TO WEST FUEL PIPING VAULT" ON SHEET 1/P200.

7 PHASE 2: REMOVE REMAINING EAST STAIR AND WALKWAY OVER EAST FUEL TANK.

8 PHASE 2: REMOVE EAST FUEL TANK AND ALL ASSOCIATED ABOVE AND BELOW GRADE FUEL PIPING.

9 PHASE 2: REMOVE ALL ASSOCIATED POWER, CONTROL AND MONITORING WIRE/CONDUIT FOR EAST FUEL TANK. REMOVE WIRING BACK TO SOURCE. REMOVE ONLY EXPOSED CONDUIT AND ABANDON REMAINING BELOW GRADE CONDUIT & STRUCTURES IN PLACE.

10 WITHIN CONFINES OF FENCE REMOVE & CLEAR SITE OF VEGETATION AND GRAVEL. REFER TO SPECIFICATIONS.

11 PHASE 2: REMOVE EAST FUEL FILL, EAST VAULT, AND ALL ASSOCIATED PIPING.

1719 SOUTHRIDGE DR., SUITE 100 - JEFFERSON CITY MO 65109.4000 PHONE 573.634.3181 - FAX 573.634.7904 CERTIFICATE OF AUTHORITY NO. 000167

CP180241 - GENERAL SITE REPLACE GENERAL STORES FUEL TANK

UNIVERSITY OF MISSOURI - COLUMBIA

FUEL TANK DEMOLITION PLAN

1

: PHOTE REFERENCE # AND DIRECTION TAKEN

P020

FENCE TO REMAIN EAST OF POST

FUEL TANK DEMOLITION PLAN

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

10

8

GENERAL NOTES:

1. CONTRACTOR SHALL COORDINATE WITH OWNER TO ENSURE EAST TANK IS EMPTY PRIOR TO MOBILIZATION.

2. CONTRACTOR IS RESPONSIBLE FOR TRANSFERRING FUEL BETWEEN TANKS AND CLEANING SLUDGE FROM TANKS.

3. PER MISSOURI DEPARTMENT OF NATURAL RESOURCES, CONTRACTOR SHALL SUBMIT APPLICATION FORM 780-1923 FOR DEMOLITION PERMIT. MU WILL PROVIDE THE ASBESTOS REPORT TO THE CONTRACTOR.

SEALED DATE:

DESIGNED BY: DRAWN BY: APPROVED BY:

KLB SDM TJD

DESIGN PROJ:

CP180241

DATE:

APRIL 25, 2019

DRAWING NO: SHEET NO:

P020

3 of 5

ALL RIGHTS RESERVED. ALL BARTLETT & WEST PLANS, SPECIFICATIONS AND DRAWINGS ARE PROTECTED UNDER COPYRIGHT LAW, AND NO PART MAY BE COPIED, REPRODUCED, DISPLAYED PUBLICLY, USED TO CREATE DERIVATIVES, DISTRIBUTED, STORED IN A RETRIEVAL SYSTEM OR TRANSMITTED IN ANY FORM BY ANY MEANS WITHOUT PRIOR WRITTEN PERMISSION OF BARTLETT & WEST.

Last edit on: 4/15/2019 10:06 AM by: RCS01176

Drawing Name: w:\Proj\17000\17965\17965.007\AutoCad\Plan Set\17965.007 - P200 PLUMBING IMPROVEMENT PLAN.dwg Layout Name: FUEL TANK IMPROVEMENT PLAN Plotted By: RCS01176 Plotted on: 4/15/2019 10:10:23 AM

TO EX VEHICLE FUELING STATION

NEW FUEL PIPING TO MATCH SIZE & TYPE OF EX PIPING

NEW LINE TO NEW WEST TANK.

1 MODIFICATIONS TO WEST FUEL PIPING VAULT

P200 SCALE: NONE

EX FUEL PIPING TO VEHICLE FUELING

STATIONS TO REMAIN

9 6 EX WEST FUEL PIPING VAULT

8

4 5

3

10

25'-0" MIN.

5 1

7 2

BASE BID: 10,000 GAL FUEL TANK 9'-7" WIDE 29'-3" LONG VERIFY WITH MANUFACTURER

EQUIPMENT PAD REFER TO 1/P420

ADD ALTERNATE 1: 15,000 GAL FUEL TANK 12'-3" WIDE 28'-1" LONG VERIFY WITH MANUFACTURER

BAR IS ONE INCH ON OFFICIAL DRAWINGS. 0

1" IF NOT ONE INCH, ADJUST SCALE ACCORDINGLY.

BY

IMPROVEMENT PLAN REFERENCE NOTES:

DESCRIPTION

DATE

1 NEW CONCRETE HOUSEKEEPING PAD FOR NEW FUEL TANK. REFER TO "FUEL TANK PAD" DETAIL, SHEET 1/P420. VERIFY TANK SIZE AND ADJUST PAD SIZE AS PER DETAIL.

2 STAIR AND PLATFORM FURNISHED WITH TANK. PROVIDE CONCRETE PAD FOR FOOT SUPPORT. REFER TO "FUEL TANK PAD" DETAIL, SHEET 1/P420.

3 EXTEND EX FUEL PIPING IN SIZE TO MATCH EX AND REINSTALL ALL EX COMPONENTS TO TANK INLET/OUTLET LOCATIONS PER MANUFACTURER'S RECOMMENDATIONS.

4 MODIFY FUEL PIPING INSIDE EX WEST FUEL PIPING VAULT PER DETAIL 1/P200 IN SIZE AND TYPE TO MATCH EX.

5 EXTEND EX POWER, CONTROL AND MONITORING WIRE/CONDUIT IN SIZE TO MATCH EX, TO RESPECTIVE END LOCATIONS ON TANK PER MANUFACTURER'S RECOMMENDATIONS.

6 EX GATE.

7 PROVIDE NEW AGGREGATE SURFACING INSIDE NEW FENCING. REFER TO SPECIFICATIONS.

8 RELOCATE FUEL FILL CONNECTION QUICK DISCONNECT TO 25' MINIMUM FROM NEW TANK.

9 PROVIDE 2-6" ROUND BOLLARD IN FRONT OF FILL STATION. FILL BOLLARDS WITH CONCRETE ROUNDED TOP. PAINT SAFETY YELLOW. COORDINATE WITH OWNER.

10 NEW TANK TO BE LOCATED A MINIMUM OF 24" FROM PIPING MANIFOLD.

#

1719 SOUTHRIDGE DR., SUITE 100 - JEFFERSON CITY MO 65109.4000 PHONE 573.634.3181 - FAX 573.634.7904 CERTIFICATE OF AUTHORITY NO. 000167

CP180241 - GENERAL SITE REPLACE GENERAL STORES FUEL TANK

UNIVERSITY OF MISSOURI - COLUMBIA

GENERAL NOTES:

1. A TEMPORARY FUEL TANK MAY BE USED ALLOWING THE REMOVAL OF BOTH TANKS AT THE SAME TIME. IF THE CONTRACTOR WISHES TO USE A TEMPORARY TANK IT MUST MEET THE FOLLOWING.

1.1. TEMPORARY TANK MUST HAVE SECONDARY CONTAINMENT.

1.2. THE CONTRACTOR MUST PROVIDE A SECURE FENCE ENCLOSURE AROUND THE TANK

1.3. THERE MAY NOT BE DISRUPTION TO THE GAS SERVICE DURING NORMAL BUSINESS HOURS, OR AT ALL DURING THE WEEK OR WEEKEND OF COMMENCEMENT.

1.4. THE CONTRACTOR SHALL TRANSFER FUEL FROM THE EXISTING TANKS TO THE TEMPORARY TANK PRIOR TO DEMOLITION. THE CONTRACTOR SHALL TRANSFER THE REMAINING FUEL AT THE END OF CONSTRUCTION TO THE NEW TANK.

FUEL TANK IMPROVEMENT PLAN

FUEL TANK IMPROVEMENT PLAN

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

10

8

SEALED DATE:

DESIGNED BY: DRAWN BY: APPROVED BY:

KLB SDM TJD

DESIGN PROJ:

CP180241

DATE:

APRIL 25, 2019

DRAWING NO: SHEET NO:

P200

4 of 5

ALL RIGHTS RESERVED. ALL BARTLETT & WEST PLANS, SPECIFICATIONS AND DRAWINGS ARE PROTECTED UNDER COPYRIGHT LAW, AND NO PART MAY BE COPIED, REPRODUCED, DISPLAYED PUBLICLY, USED TO CREATE DERIVATIVES, DISTRIBUTED, STORED IN A RETRIEVAL SYSTEM OR TRANSMITTED IN ANY FORM BY ANY MEANS WITHOUT PRIOR WRITTEN PERMISSION OF BARTLETT & WEST.

Last edit on: 4/15/2019 10:04 AM by: RCS01176

Drawing Name: w:\Proj\17000\17965\17965.007\AutoCad\Plan Set\17965.007 - P420 DETAILS.dwg Layout Name: FUEL TANK DETAILS Plotted By: RCS01176 Plotted on: 4/15/2019 10:10:28 AM

NOTE: GALVANIZED FENCING TO BE 9 GA. WITH 1.2 OZ. OF ZINC

3 CHAIN LINK FENCE HARDWARE DETAIL

P420 SCALE: NONE

NEW TANK

NEW TANK

BAR IS ONE INCH ON OFFICIAL DRAWINGS. 0

1" IF NOT ONE INCH, ADJUST SCALE ACCORDINGLY.

BY

DESCRIPTION

DATE

#

1719 SOUTHRIDGE DR., SUITE 100 - JEFFERSON CITY MO 65109.4000 PHONE 573.634.3181 - FAX 573.634.7904 CERTIFICATE OF AUTHORITY NO. 000167

2" MAX.

1'-0" 2'-0" BENDDOWN

2'-6" 1'-9"

28'-1" LONG 12'-3" WIDE FOR 15,000 GAL TANK 29'-3" LONG 9'-7" WIDE FOR 10,000 GAL TANK

1'-9" TANK SUPPORT

1'-9"

2'-6" 1'-9"

1'-0"

5" CONCRETE SLAB WITH 6X6/W29XW29W.W.F.

3'-0" 8"

3" 3'-0" #4 @ 12" 1'-0" MAX CI.3"

3" 5"MIN

4"

4"

POUR SIDES OF FOOTINGS TO MEET LINES OF EXCAVATION

5-#5

NOTE: VERIFY DIMENSION OF TANK W/ SUPPLIER AND PROVIDE PAD 12" LARGER IN ALL DIRECTIONS FROM TANK FOOTPRINT. ADJUST ACCORDINGLY FOR EACH ALTERNATE TANK SIZE AND MANUFACTURER. DIMENSIONS BASED ON HIGHLAND FIRE GUARD TANKS

1 FUEL TANK PAD

P420 SCALE: NONE

4@12

REINF. WITH 6X6/W29XW29W.W.F. (TYP) & DOWL INTO FUEL TANK PAD WITH #4 BARS 2'-6" LONG ON 12" CENTERS. ANCHOR WITH AC100+GOLD ADHESIVE. PROVIDE 6" EMBEDMENT.

LINE POSTS CORNER & END POSTS GATE POSTS CHAIN LINK FABRIC GATE FRAMES TRUSS WIRE TOP & BRACE RAIL BARBED WIRE

POST & MATERIALS TABLE

MIN. LENGTH

2 3/8" O.D. SCHEDULE 40 PIPE (GALV.)

8'-10"

2 7/8" O.D. SCHEDULE 40 PIPE (GALV.)

10'-10"

2 7/8" O.D. SCHEDULE 40 PIPE (GALV.)

10'-10"

9 GA. 2" MESH WIRE

1 7/8" O.D. SCHEDULE 40 PIPE (GALV.)

3/8" GALV. STEEL

1 5/8" O.D. SCHEDULE 40 PIPE (GALV.)

3 STRANDS OF 12? GA. WIRE, TWISTED WITH TWO POINT, 14 GA. BARBS

10'-0" MAX. SPACING 3 STRAND BARBED WIRE

10'-0" MAX. SPACING TYPICAL RAIL AND TRUSS WIRE PANEL

NOTE: FOR CORNERS, TYPICAL RAIL AND TRUSS WIRE PANEL TO JOIN POST IN BOTH DIRECTIONS

CORNER OR END POST

6'-0"

9 GA. WIRE TIES AT 14" O.C.

9 GA. WIRE TIES AT 14" O.C.

1

TENSION BAR BANDS 8" X

3

4" AT 12" O.C.

3

3

TENSION BAR 16" X 4" MIN.

3

8" STEEL TRUSS ROD WITH ADJUSTABLE TIGHTENER AND FITTINGS (TYP.)

FINISH GRADE

POST SLOPE TO DRAIN

CONCRETE FOOTING 4000 # P.C.C.

POUR THIS SECTION OF FOOTING IMMEDIATELY AFTER EXCAVATING.

CP180241 - GENERAL SITE REPLACE GENERAL STORES FUEL TANK

UNIVERSITY OF MISSOURI - COLUMBIA

FUEL TANK DETAILS

* 6"

1"

42" MIN.

30" MIN.

6" MIN.

12" MIN. DIA.

UNDISTURBED NATURAL GROUND OR COMPACTED BACKFILL

GROUND LINE CONCRETE

18" MIN. DIA.

2 CHAIN LINK FENCE DETAIL

P420 SCALE: NONE

6" MIN.

**

* 3'-0" DEPTH REQUIRED FOR LINE POSTS 4'-0" DEPTH REQUIRED FOR TERMINAL/END POST & GATE POSTS

1'-0" WIDTH FOR LINE POSTS **

1'-6" WIDTH FOR TERMINAL/END POSTS & GATE POSTS

TYPICAL POST INSTALLATION

NOT TO SCALE

SEALED DATE:

DESIGNED BY: DRAWN BY: APPROVED BY:

KLB SDM TJD

DESIGN PROJ:

CP180241

DATE:

APRIL 25, 2019

DRAWING NO: SHEET NO:

P420

5 of 5

ALL RIGHTS RESERVED. ALL BARTLETT & WEST PLANS, SPECIFICATIONS AND DRAWINGS ARE PROTECTED UNDER COPYRIGHT LAW, AND NO PART MAY BE COPIED, REPRODUCED, DISPLAYED PUBLICLY, USED TO CREATE DERIVATIVES, DISTRIBUTED, STORED IN A RETRIEVAL SYSTEM OR TRANSMITTED IN ANY FORM BY ANY MEANS WITHOUT PRIOR WRITTEN PERMISSION OF BARTLETT & WEST.

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