Searchable OCR View

i
No
CURRENT DAILIES for this case
All records from Dailies on this StID are already debited.
CASE COMPLETION STATEMENT
REFUND RECIPIENT:
Name:
Address:
PROJECT #:
2101 A
PROJECT COMPLETED BY :
wah
ATTACH:
State Forms A, B & C
Billing Adjustment*
DATE OF COMPLETION :
10/22/97
DATE SENT TO BILLING:
TOTAL PROJECT COST :
(Bill Adj. form needed if site in UST program.)
REFUND AMOUNT: $
DRCloBlk.txt%; Rev 6/97
Current HazMat Dailies Statement Complete
TOTAL COUNTS:
#Current Dailies: 0 Both Archived & Current: 1
close case not a
problem.
No # is not closure letter issued
loa
10/22/97
ed: 10/22/97
***** Alameda County Department of Environmental Health *****
BILLING'S WORKLOG: Total Deposit/Refund History for All Accounts at Site
** SITE INFORMATION **
--
Site#: 2101
Date Open: 01/19/93
Date Closed:
StID: 6056
BRIDGEWATER CONDO
545 PIERCE STREET
ALBANY CA 94706
** PAYOR INFORMATION **
> Project # --2101A for Payor #
697
MASSINGHAM & ASSOCIATES.
46750 FREMONT BLVD. #110
FREMONT CA 94538
** DEPOSIT HISTORY **
Proj#
Deposit Date
Receipt #
Amount Received
--2101A
01/19/93
668901
$483.00
=======
$
$483.00
** WORKLOG HISTORY **
Proj# Work Date Activity Description
--2101a 01/22/93 Plan review
--2101a 01/25/93 Plan review
--2101a 01/26/93 call w/contractor
--
-2101a
01/29/93 site inpsection
--2101a 06/09/93
--2101a 08/19/93 File Review
report/file review
Balance:
Insp
Time
(hrs)
Amount Charged
0.75
$56.25
2.
$150.00
0.25
$18.75
3.
$225.00
0.25
$18.75
0.25
$18.75
$487.50
-$4.50
Amount Refunded:
page
1
ALAMEDA COUNTY ENVIRONMENTAL HEALTH
-
HAZARDOUS MATERIALS PROGRAM
DEPOSIT / REFUND ARCHIVED DAILIES STATEMENT FOR WORK AFTER 08/19/93
database = DAILY ARCHIVES
SITE INFORMATION
Bridgewater Condos
StID: 6056 Site#:
--2101?
ARCHIVED DAILY
-
DEPREF STATEMENT
--INSPECTOR--

OSIT / REFUND ARCHIVED DAILIES STATEMENT FOR WORK AFTER 08/19/93
database = DAILY ARCHIVES
SITE INFORMATION
Bridgewater Condos
StID: 6056 Site#:
--2101?
ARCHIVED DAILY
-
DEPREF STATEMENT
--INSPECTOR--
Act Date Initial Time $ Rate CHARGE
=====
Proj#: 2101A
-
Arc93A Dailies
06/09/93
LS
0.25
75.00 $18.75
545 Pierce St
Albany CA 94706
as of 10/22/97
Time
Charge
Billing Date
==
0.25
Activ. Code: 75-Review Plans/Reports
Comment: Bridgewater Condo, 545 Pierce St., Albany
$18.75
SUBTOTAL ARCHIVE-93_A, PROJECT 2101A
0.25
$18.75
DRDai93A; Rev 4/97
Number of Daily records from ARCHIVED DAILIES:
1
Listing of HAZMAT
as of 10/22/97
SITE NAME & ADDRESS:
Bridgewater Condos
DEPREF SITE HISTORY since 1990 for StID # 6056
only Activity Codes in 40's & 70's
--
545 Pierce St, Albany CA 94706
InspDat Insp Act InspT StID Proj# COMMENTS
====
====
Archived Dailies:
=====
==== =====
InspDat Insp Act InspT StID DRPro Comment
06/09/93 LS
DailBDat
75 0.25 6056 2101A Bridgewater Condo, 545 Pierce
St., Albany
Current Dailies:
NO WORK FOR THIS SITE IS IN CURRENT DAILIES:
Complete
DailBDat
HKA
Hesselberg, Keesee & Associates, Inc., Consulting Elevator Engineers
May 26, 1993
Alameda County Health Care Services Agency
Department of Environmental Health
Hazardous Materials Division
80 Swan Way, Room 200
Oakland, CA 94621
Attention: LARRY SETO
Project:
BRIDGEWATER CONDOMINIUMS
545 PIERCE STREET
Subject:
Dear Larry:
ALBANY, CA.
FEE
While auditing our files on the above project, I ran across the receipt for the
fees for the County's services and remembered that our Client may be entitled
to a refund.
Please review and return any refund to the following address:
Mr. John D. Dreisbach
Warren's Waller Press
339 Harbor Way
South San Francisco, CA 94080
Project: Bridgewater Condominiums

ed
to a refund.
Please review and return any refund to the following address:
Mr. John D. Dreisbach
Warren's Waller Press
339 Harbor Way
South San Francisco, CA 94080
Project: Bridgewater Condominiums
Check Payable To: Bridgewater Homeowners Assoc.
We thank you again for your corporation on the project.
Sincerely,
HESSELBERG, KEESEE & ASSOCIATES, INC.
Tim Kinley
James H. Finley
Principal
JHF/kr
pc: John Dreisbach
Bridgewater Condominiums
Enclosure:
Attachment No. 1- Receipt
221 Main Street, Suite 1580, San Francisco, CA 94105 Telephone (415) 243-0313 Facsimlle (415) 243-0781
REF./
A/C NO.
R
COUNTY OF ALAMEDA
OFFICE OF THE AUDITOR-CONTROLLER
MISCELLANEOUS RECEIPT
46750
Albany
DATE: 1/19/93
No 668901
$483
DOLLARS
94538
Fremont Blush. FRM
94594706
RECEIVED
FROM: Bridgewater Condo, Assoc.
FOR: Bridgewater Condominiums
RECEIVED
BY:
CASH
545
Pierce st.
Spates
PERSONAL /CASHIER'S CHECK/M. O. # 7075
110-1 (Rev 10/85) [0134E (08)] 3-Part
OTHER:
Distribution: White - Payor
Yellow & Pink - Depart.
DEPT.
NO.: 430-453
ALAMEDA COUNTY HAZARDOUS MATERIALS DIVISION
Acknowledgement of Refund Recipient for Site Account
DEPOSITOR FILLS OUT PER SITE
REQUIRED
--
The depositor will use this form to acknowledge that the property
owner or his or her designee will receive any refund due
at the
completion of all deposit/refund projects at the site
listed
below.
SITE NUMBER/ADDRESS:
REFUND RECIPIENT-PROPERTY OWNER
Site Number
BRIDGEWATER CONDOMINIUMS BRIDGEWATER HOMEOWNers Assoc.
Condominiums
Company Name
545 PIERCE ST. #1304
Street Address
Асвани
City
CA. 94507
Zip Code
Owner's Name
545 PIERCE ST. #1304
Owner's Address
Асвани
CA
Owner's City
94507
State
Zip
I have read the description of the project Deposit/Refund
Procedure, and have had an opportunity to ask questions about it.

545 PIERCE ST. #1304
Owner's Address
Асвани
CA
Owner's City
94507
State
Zip
I have read the description of the project Deposit/Refund
Procedure, and have had an opportunity to ask questions about it.
I understand that regardless of who deposits money into the
site
account, any deposit money remaining at the completion
of all
projects being conducted at this site will be refunded solely to
the property owner or his or her designee.
James H
Signature of Depositor
Kinley
JAMES H. Finley
Depositor Name
1/15/93
Date
HESSELBERG Keesee & Associates
Company Name
221 MAIN ST.
Street Address
SAN FRANCISco
City / Zip
SUITE 1580
CA
94105
RETURN FORM TO:
Alameda County, Hazardous Materials Div.
80 Swan Way, Rm 200
31720 4775
ALAMEDA COUNTY HAZARDOUS MATERIALS DIVISION
Declaration of Site Account Refund Recipient
SITE OWNER FILLS OUT PER SITE
-
OPTIONAL --
'
The property owner will use this form to designate someone other
than him or her- self to receive any refund due at the completion
of all deposit/refund projects at the site listed below. In the
absence of this form, the property owner will receive any refund.
Only one person at any one time may be designated to receive any
refund.
SITE NUMBER/ADDRESS:
PROPERTY OWNER
Site Number
Company Name
Street Address
City
Owner's Name
Owner's Address
Zip Code
Owner's City
State
Zip
I designate the following person to receive any refund
due at the completion of all deposit/refund projects:
Name
Street Address
City / Zip
Property Owner Signature
Property Owner Name
DR-DECL; mfk; 8/14/91
RETURN FORM TO:
Date
Alameda County, Hazardous Materials Div.
80 Swan Way, Rm 200
Oakland, CA 94621-1439
Phone: (510) 271-4320
CERTIFICATE OF INSURANCE
PRODUCER
Diversified Risk Ins. Brokers
1335 Stanford Avenue
Suite 100
Emeryville, CA 94608

dous Materials Div.
80 Swan Way, Rm 200
Oakland, CA 94621-1439
Phone: (510) 271-4320
CERTIFICATE OF INSURANCE
PRODUCER
Diversified Risk Ins. Brokers
1335 Stanford Avenue
Suite 100
Emeryville, CA 94608
ISSUE DATE (MM/DD/YY)
01/11/93
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND
CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE
DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE
POLICIES BELOW.
COMPANIES AFFORDING COVERAGE
INSURED
K. M. McRae, Inc.
DBA: McRae Drilling
238 Esther Court
Hayward, CA 94544
COMPANY A
Transamerica
LETTER
JLV
COMPANY B
LETTER
COMPANY
LETTER
Republic Western
Fremont/Pacific Compensation
COMPANY
LETTER
D
COMPANY E
LETTER
COVERAGES
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TEAM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
LTR
8月
CO
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE POLICY EXPIRATION
DATE (MM/DD/YY)
DATE (MM/DD/YY)
LIMITS
GENERAL LIABILITY
GENERAL AGGREGATE
2,000,000
A
☑ COMMERCIAL GENERAL LIABILITY
CLAIMS MADE ☑ OCCUR.
T735024124
07/01/92
07/01/93
✗ OWNER'S & CONTRACTOR'S PROT
PRODUCTS-COMP/OP AGG.
PERSONAL & ADV. INJURY
EACH OCCURRENCE
2,000,000
S
1,000,000
S
1,000,000
FIRE DAMAGE (Any one fire)
50,000
MED. EXPENSE (Any one person
5,000
AUTOMOBILE LIABILITY
X ANY AUTO
COMBINED SINGLE
LIMIT
1,000,000
ALL OWNED AUTOS
BODILY INJURY
A
SCHEDULED AUTOS
CA31914396
07/01/92
07/01/93
(Per person)
X
HIRED AUTOS
X
NON-OWNED AUTOS

e person
5,000
AUTOMOBILE LIABILITY
X ANY AUTO
COMBINED SINGLE
LIMIT
1,000,000
ALL OWNED AUTOS
BODILY INJURY
A
SCHEDULED AUTOS
CA31914396
07/01/92
07/01/93
(Per person)
X
HIRED AUTOS
X
NON-OWNED AUTOS
BODILY INJURY
(Per accident)
GARAGE LIABILITY
PROPERTY DAMAGE
$
EXCESS LIABILITY
EACH OCCURRENCE
$
5,000,000
BX
RUL0550067(93)
07/01/92
07/01/93
AGGREGATE
5,000,000
OTHER THAN UMBRELLA FORM
STATUTORY LIMITS
WORKER'S COMPENSATION
EACH ACCIDENT
$
C
1,000,000
AND
WN9253625201
07/01/92
07/01/93
OTHER
EMPLOYERS' LIABILITY
DISEASE-POLICY LIMIT
DISEASE-EACH EMPLOYEES
1,000,000
1,000,000
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS
Re: All operations
CERTIFICATE HOLDER
Hesselberg, Keesee
& Associates, Inc.
221 Main Street, Suite 1580
San Francisco, CA 94105
FAX 415-243-0781
ACORD 25-6 (7/90)
CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
MAIL 30
DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR
LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES
AUTHORIZED REPRESENTATIVE
Vill Valberdine
ACORD CORPORATION 1990
JAN-26-1993 05:11 FROM HESSELBERG & KEESEE
TO
15105694757 P.01
HKA
Hesselberg, Keesee & Associates, Inc., Consulting Elevator Engineers
DATE:
TELECOMMUNICATIONS COVER LETTER
1/26/93
PLEASE DELIVER THE FOLLOWING TO:
Name:
Location:
Project:
Larry Seto
ALA. Lty HAZ MAT.
BRIDGEWATER
TOTAL NUMBER OF PAGES INCLUDING COVER LETTER
From:
Jim FINLEY
6
IF YOU DO NOT RECEIVE ALL THE PAGES, PLEASE CALL: (415) 243-0313
REMARKS:
ADDITIONAL INto. Re:
HEALTH & Safety PLAN-
40 HR TRAINING CERT
8 HR REFRESHER Cert - JOHN
8 HR REFRESHER, Certi - ILew
State Lic. Cert.
5
LIST OF Personnel

PAGES, PLEASE CALL: (415) 243-0313
REMARKS:
ADDITIONAL INto. Re:
HEALTH & Safety PLAN-
40 HR TRAINING CERT
8 HR REFRESHER Cert - JOHN
8 HR REFRESHER, Certi - ILew
State Lic. Cert.
5
LIST OF Personnel
NOTE: Respirators / CARTRIDGES WILL BE
MADE Available.
ORIGINAL MAILED:
YES
NO
221 Main Street, Suite 1580, San Francisco, CA 94105 Telephone (415) 243-0313 Facsimile (415) 243-0781
JAN-26-1993
05:12
FROM HESSELBERG & KEESEE
TO
15105694757
P.02
COMPLETION
OSHA
OF TRAINING
SARA
JOHN MCRAE
Has Met The & Hour Refresher Training Requirement Under OSHA
Standard, 29CFR1910.120 Hazardous Waste Operations And
Emergency Response
ACKNOWLEDGEMENT
MA Industries, Inc
December 16, 1992
DATE
JAN-26-1993 05:14
FROM HESSELBERG & KEESEE
TO
15105694757
P.03
Operating Engineers Local Union No. 3, AFL
On
This is to certify that
Kenneth M. McRae, Jr.
August
2 1991
has successfully completed the annual 40-hour Hazardous Waste
Training Program in accordance with 29 CFR 1910.120
Jack S
Jacy Short, Director of Safety
Instructor
Instructor
W
TJ. "Tom" Stapleton,
Business Manager
OPELLAR
CART FOR
B23 183
JAN-26-1993 05:15
FROM HESSELBERG & KEESEE
TO
15185694757 P.04
This is to pay that one.14
NAME R
SSN 55
Successfully com
Training in acccd
This card expires one year from the ou s
90:01 56. 92 Þ
ON 3 พร
5762-255-01S
JAN-26-1993 05:16
FROM HESSELBERG & KEESEE
TO
15105694757 P.05
CONTRACTORS STATE LICENSE NUAND
424355
CORP
€13 £57 €65/009 MAZ
06/30/94
P
JAN-26-1993 05:16 FROM HESSELBERG & KEESEE
TO
15105694757 P.06
Kenneth McRae
James Figueroa
Earl Brown
John McRae
PERSONNEL LIST
Site Safety Officer: Kenneth McRae
TOTAL P.06
* *
ALA
DA COUNTY HEALTH CARE SERV] S AGENCY
DEPARTMENT OF ENVIRONMENTAL HEALTH
HAZARDOUS MATERIALS DIVISION
80 SWAN WAY, ROOM 200
OAKLAND, CA 94621
PHONE NO. 510/271-4320

er: Kenneth McRae
TOTAL P.06
* *
ALA
DA COUNTY HEALTH CARE SERV] S AGENCY
DEPARTMENT OF ENVIRONMENTAL HEALTH
HAZARDOUS MATERIALS DIVISION
80 SWAN WAY, ROOM 200
OAKLAND, CA 94621
PHONE NO. 510/271-4320
HYDRAULIC ELEVATOR
CLOSURE PLAN
* Complete according to attached instructions *
1. Business Name Bridgewater Condominiums
Business Owner Bridgewater Homeowners Association
* *
2. Site Address
545 Pierce St.
704
City Albany, CA
Zip 94507
Phone (510) 589-6262
3. Mailing Address see above
city
4. Land Owner
see above
Address
Zip
City, State
Phone
5. Generator name under which tank will be manifested
Bridgewater Homeowners Association
EPA I.D. No. under which tank will be manifested
N/A
rev 3/92
Zip
6. Contractor
K. M. McRae, Inc.
Address
238 Esther Court
City
Havward, CA
License Type* C-13 #424355
A/HAZ
ID#
Phone (510) 537-6539
A C13 C57 C61/009 HAZ
*Effective January 1, 1992, Business and Professional Code Section 7058.7 requires prime contractors to also hold
Hazardous Waste Certification issued by the State Contractors License Board. Indicate that the certificate has
been received, in addition, to holding the appropriate contractors license type.
7. Consultant
Address
Hesselberg, Keesee & Associates, Inc.
221 Main St., Suite 1580
City San Francisco, CA 94105
Phone
(415) 243-0313
8. Contact Person for Investigation
Name
James H. Finley
Title Principal
Phone (415) 243-0313
cylinder
9. Number of tanks being closed under this plan
Length of piping being removed under this plan
cylinder
Total number of tanks at facility one
one
N/A
10. State Registered Hazardous Waste Transporters/Facilities (see
instructions).
** Underground tanks are hazardous waste and must be handled ***
as hazardous waste
a) Product/Residual Sludge/Rinsate Transporter
Name
Remco
Hauler License No. 0367

ers/Facilities (see
instructions).
** Underground tanks are hazardous waste and must be handled ***
as hazardous waste
a) Product/Residual Sludge/Rinsate Transporter
Name
Remco
Hauler License No. 0367
Address 2717 GOOD RICK
RICHMOND
City
DAVID CHILES
-
EPA I.D. No. CAD 028981413
License Exp. Date
11/20/93
AVE.
State CA Zip
1-510-237-5866
b) Product/Residual Sludge/Rinsate Disposal Site
94801
rev 3/92
Name
Address
City
SEE ABOVE
2
EPA I.D. No.
State
Zip
c) Tank and Piping Transporter
Name
N/A
Hauler License No.
Address
EPA I.D. No.
License Exp. Date
city
State
Zip
d) Tank and Piping Disposal Site
SEE ITEM ac) EPA I.D. No.
Name
Address
City
11. Experienced Sample Collector
BRIAN FLAHERTY
State
Zip
Name
Company
ENGEO INC.
Address
City
SAN RAMON
2401 CROW CANYON RD. #200
State CA Zip 94583 Phone
510-838-1600
12. Laboratory
CHROMALAB
Name
Address
2239 OMEGA RD.
#1
City SAN RAMON
State
CA.
Zip
94583
State Certification No. 238
Has elevator
13. Havexxbanks or pipesx leaked in the past? Yes (✗) No [ ]
If yes, describe. ELEVATOR PRESSure TEST
REVEALED
THAT CYCLINDER WAS LEAKING. ELEVATOR WAS
SHUT DOWN OP 12/8/92.
rev 3/92
14. Describe methods to be used for rendering tank inert
N/A
Before tanks are pumped out and inerted, all associated piping
must be flushed out into the tanks. All accessible associated
piping must then be removed. Inaccessible piping must be
plugged.
The Bay Area Air Quality Management District (771-6000), along with
local Fire and Building Departments, must also be contacted for tank
removal permits. Fire departments typically require the use of
explosion proof combustible gas meters to verify tank inertness. It
is the contractor's responsibility to bring a working combustible gas
meter on site to verify tank inertness.

lly require the use of
explosion proof combustible gas meters to verify tank inertness. It
is the contractor's responsibility to bring a working combustible gas
meter on site to verify tank inertness.
15. Tank History and Sampling Information
Tank
Capacity
*
175 Gallon
approx.
* TANK,
PIDING &
1
CyliNDER.
Use History
(see instructions)
elevator
cylinder/reservoir
Material to
be sampled
(tank contents,
soil, ground-
water, etc.)
soil and
groundwath of
Gresent
Location and
Depth of
Samples
28' 2'
Native soil
@ 30 feet
One soil sample must be collected for every 20 feet of piping that is
removed. A ground water sample must be collected should any ground water
be present in the excavation.
rev 3/92
Stockpiled Soil
Volume
(Estimated)
10 cubic feet
Excavated/Stockpiled Soil
Sampling Plan
ONE ( DISCRETE SAMPLE
FOR EACH 20 cubic Yards
Stockpiled soil must be placed on bermed plastic and must be
completely covered by plastic sheeting.
16. Chemical methods and associated detection limits to be used
for analyzing samples
The Tri-Regional Board recommended minimum verification analyses
and practical quantitation reporting limits should be followed.
attached Table 2.
Contaminant
Sought
Total oil
and grease
EPA, DHS, or Other
Sample Preparation
Method Number
EPA, DHS, or
Other Analysis
Method Number
5520 DAF
Method
Detection
Limit
трн
(DIESEL)
3550
17. Submit Site Health and Safety Plan (See Instructions)
rev 3/92
She
18. Submit Worker
Compensation Certificate co,
1
Name of Insurer FREMONT/PACIFIC COMPENSATION
19. Submit, Plot Plan (See Instructions)
20. Enclose Deposit (See Instructions)
21. Report any leaks or contamination to this office within 5 days of
discovery. The report shall be made on an Underground Storage Tank
Unauthorized Leak/

ions)
20. Enclose Deposit (See Instructions)
21. Report any leaks or contamination to this office within 5 days of
discovery. The report shall be made on an Underground Storage Tank
Unauthorized Leak/
Contamination Site Report form. (see Instructions)
22. Submit a closure report to this office within 60 days of the
tank removal. This report must contain all the information listed
in item
22 of the instructions.
I declare that to the best of my knowledge and belief the statements and
information
provided above are correct and true.
I understand that information in addition to that provided above may be
neaded in order to
obtain an approval from the Department of
Environmental Health and that no work is to begin on this project until
this plan is approved.
I understand that any changes in design, materials or equipment will void
this plan if
prior approval is not obtained.
I understand that all work performed during this project will be done in
compliance with
all applicable OSHA (Occupational Safety and Health
Administration
) requirements concerning personnel health and safety. I
understand that site
and worker safety are solely the responsibility of
the property
owner or his agent and that this responsibility is not
shared nor
assumed by the County of Alameda.
Once I have received my stamped, accepted closure plan, I will contact
the project
Hazardous Materials Specialist at least three working days in
advance of site
work to schedule the required inspections.
Signature of Contractor
Name (please type) K.M M.RAC, INC
Signature Kenneth M. McRae Jr.
Date 1-14-93
Signature of Site Owner or Operator
Name (please type)
Signature
= Date
1-15-93
JOHN D DREISBACH
JOHN
Donal & Murphy
of Mass nowglow
$A3500-
Lic. #424355
• Foundation Drilling
⚫ Soils Investigation
• Drain Holes

f Site Owner or Operator
Name (please type)
Signature
= Date
1-15-93
JOHN D DREISBACH
JOHN
Donal & Murphy
of Mass nowglow
$A3500-
Lic. #424355
• Foundation Drilling
⚫ Soils Investigation
• Drain Holes
K.M. MCRAE, INC.
DRILLING CONTRACTOR
238 ESTHER COURT
HAYWARD, CALIFORNIA 94544
(415) 537-6539
• Elevator Shafts
• Pier and Caissons
with belled footing
1.
SITE SAFETY PLAN
545 Pierce St. Albany, CA
SITE HISTORY: Existing hydraulic elevator with leaking cylinder. No other info.
ava.
2. SITE SAFETY OFFICER: Kenneth McRae Jr.
Responsibilities: To supervise job site, regulate and enforce site safety plan.
3. JOB ANALYSIS:
A. Chemical: Hydraulic oil see page into ground. Ground water contamina-
tion
B. Physical:
possible.
1.
Overhead rigging
2. Falling objects
3.
Rig pinch points
4.
Railings & Platforms
5.
Drill bits & extension placement
4. RISK ASSESSMENT SUMMARY
A. Air: O.V.A. meter will be used to monitor air quality in exclusion zone.
LEL meter will also be used in the E.Z.
5. PERSONAL PROTECTIVE EQUIPMENT
A. Hard Hat
B. Saranex-Tyvek All Purpose Cover All
C. Steel Toe Chemical Resistant Boots
D. Chemical Resistant Inner & Outer Gloves.
E. Respirator Protection: Should not be needed, however air monitoring will
dictate any changes. Air punigging respirators should be wailable
F. Safety Glasses
6. WORK ZONES:
Exclusion Zone: Elevator hatch at pit floor level only. (Red caution tape)
Contaminator Reduction Zone: Lobby area in garage & first floor level.
(Yellow caution tape)
Support Zone: 5' X 20' area outside lobby in basement & stairwell between 1st
floor & garage.
7. DECONTAMINATION
A. Equipment Drop
(CRZ)
B. Boot and Glove Wash & Rinse
C. Boot and Outer Glove Removal
(CRZ)
(CRZ)
D. Saranex Suit Removal (CRZ)
E. Inner Glove Removal
(CRZ)

een 1st
floor & garage.
7. DECONTAMINATION
A. Equipment Drop
(CRZ)
B. Boot and Glove Wash & Rinse
C. Boot and Outer Glove Removal
(CRZ)
(CRZ)
D. Saranex Suit Removal (CRZ)
E. Inner Glove Removal
(CRZ)
F. Field Wash: Wash hands and face before eating.
8. GENERAL SAFE WORK PRACTICES
9.
A. Enter site with P.P.E. in place.
B. Hard hats to be worn at all times on site.
C. Ear plugs to be worn during drilling portion of work.
D. Decontamination Procedures to be followed prior to eating or leaving site.
STANDARD SAFE OPERATING PROCEDURE
Burning and Welding: All protective clothing must be worn. 'Fire Extinguisher
must be present at time of work. A stand by man will be present to supervise
and assist in work.
10. SPILL CONTAINMENT
With most drilling being confined to the elevator hatch spill risk will be at a mini-
mum. Each site will have 1 - empty 55 gallon drum with 5-50 lb. bags of chemi-
cal absorbent and 30 chemical absorbent pads. Shovel, broom visqueen will be
on all sites.
11. EMPLOYEE TRAINING
All employees of K.M. McRae, Inc. on this site will have received 40 hours of
HAZ/MAT training and be enrolled in our medical surveillance program per 29
CFR 1910.120.
12. EMERGENCY SERVICES:
Brookside Hospital
Hospital:
Phone #:
(510) 235-7000
Location:
2000 Vale Rd., San Pablo, CA. 94806
From Site: Hwy 80 East, exit San Pablo Dam Rd. west, Left on Vale Rd.
Fire or Emergency:
911
HKA
Hesselberg, Keesee & Associates, Inc., Consulting Elevator Engineers
BRIDGEWATER CONDOMINIUMS
545 PIERCE STREET, ALBANY, CA
DATE: January 14, 1993
Page 1
of
1
ADDENDUM NO.
TO THE CONTRACT DOCUMENTS
REVISE THE CONTRACT DOCUMENTS AS FOLLOWS:
SECTION 14212
SPECIFICATIONS
A.
Article 2.02 D (New Article)
D.
Contractor to remove existing entrance frame, door and

ADDENDUM NO.
TO THE CONTRACT DOCUMENTS
REVISE THE CONTRACT DOCUMENTS AS FOLLOWS:
SECTION 14212
SPECIFICATIONS
A.
Article 2.02 D (New Article)
D.
Contractor to remove existing entrance frame, door and
wall at Ground Level (Second floor) to provide access for
drilling rig. Entrance is to be reinstalled following
the removal of the drill rig. Wall to be reinstalled and
painted by Owner.
ALTERNATE
No. 1-
Delete Title 23 provisions for the tank unit, oil line
and pit i.e., containment and sensors. Include one
sensor and lead in bottom of PVC with lead extended to
a 4" x 4" box in the pit for future compliance with Title
23.
221 Main Street, Suite 1580, San Francisco, CA 94105 Telephone (415) 243-0313 Facsimile (415) 243-0781
SPECIFICATIONS
FOR
BRIDGEWATER CONDOMINIUMS
545 PIERCE STREET
ALBANY, CA.
REMOVE AND REINSTALL JACK ASSEMBLY
HESSELBERG, KEESEE & ASSOCIATES, INC.
221 MAIN STREET, SUITE 1580
SAN FRANCISCO, CALIFORNIA 94105
JANUARY 11, 1993
>
BRIDGEWATER CONDOMINIUMS
REMOVE AND REINSTALL JACK ASSEMBLY
DIVISION
SECTION
00010: INDEX TO SPECIFICATIONS
INDEX TO SPECIFICATIONS
TITLE
1
01000
Special Provisions
01100
14
14212
Scheduling Requirements
Hydraulic Passenger
Elevator
LIST OF PLATES
Jack Setting Detail
Plot Plan
Attachment 1- Site Health & Safety Plans
# OF PAGES
9
17
1
1
2
- N
BRIDGEWATER CONDOMINIUMS
REMOVE AND REINSTALL JACK ASSEMBLY
PART 1
-
GENERAL
SECTION 01000
01000:
SPECIAL PROVISIONS
SPECIAL PROVISIONS
1.01 NAME, LOCATION AND ACCESS TO PROJECT
A.
B.
C.
Existing elevator at:
1. Bridgewater Condominiums, 545 Pierce St., Albany, CA.
Elevator No. 1.
Permission for access to the site may be revoked for any
and all persons who violate Owner's traffic regulations
including speed limits, parking restrictions, operating

t., Albany, CA.
Elevator No. 1.
Permission for access to the site may be revoked for any
and all persons who violate Owner's traffic regulations
including speed limits, parking restrictions, operating
instructions. Delivery personnel shall be made aware of
and shall comply at all times with the regulations.
1.02 SCOPE OF WORK
A.
B.
C.
This project is to remove existing jack cylinder and any
steel inter casing, (if existing redrill and enlarge}
the existing hole to 20 inches and install new clased
bottom steel casing and PVC closed bottom, pacing of
g Elevator No. 1 Dual containment and required
sensors are to be installed per Title 23.
remove
Contractor's driller shall be certified to
hazardous materials and furnish the required sampling and
laboratory services for the sampling of any contaminated
soil. Driller shall furnish and place any contaminated
spoils, rinse, etc., into approved DOT 55 gallon drums
for disposal.
Owner shall provide EPA number and engage the services
of a hazardous material transporter and be responsible
for the transportation and disposal of any contaminated
soils.
1.03 CODES AND REGULATIONS
A.
The codes and regulations adopted by the State and
Federal agencies having jurisdiction shall govern minimum
requirements for this project.
PAGE OF 9
BRIDGEWATER CONDOMINIUMS
REMOVE AND REINSTALL JACK ASSEMBLY
01000: SPECIAL PROVISIONS
B.
Where codes and regulations conflict with the
specifications, the more stringent shall apply and such
conflict shall be brought to the immediate attention of
the Engineer.
1.
2.
2025
3.
4.
5.
State of California Administrative Code:
Title 8, Industrial Relations.
a.
b. Title 19, Public Safety.
c.
d.
Title 23- Waters, Division 3- State Water
Resources Control Board, Chapter 16-
Underground Tank Regulations.

ia Administrative Code:
Title 8, Industrial Relations.
a.
b. Title 19, Public Safety.
c.
d.
Title 23- Waters, Division 3- State Water
Resources Control Board, Chapter 16-
Underground Tank Regulations.
Title 24, Building Standards, Parts 1-7.
Uniform Building Code (UBC).
Occupational Safety and Health Act (OSHA).
National Electrical Code (NEC).
National Fire Protection Association Codes and
Standards (NFPA).
The latest edition of the requirements published at the
time of calling for bids shall apply.
1.04 INTERPRETATIONS OF TERMS
11
The term "Engineer," used in these specifications, is synony-
mous with the "Owner's Representative. "as directed, "as
required," "as permitted, "approved, "acceptable," "satis-
factory, mean by or to the Engineer.
"
1.05 DEFINITION OF TERMS USED
A.
Owner
B.
Engineer
C. Project Manager
tt
11
Bridgewater Homeowner's Association.
James H. Finley
Hesselberg, Keesee & Associates, Inc.
221 Main Street, Suite 1580
San Francisco, CA 94105
(415) 243-0313
John D. Dreisbach
Bridgewater Homeowner's Association
545 Pierce St., Albany, CA 94507
(415) 589-6162
PAGE 2 OF 9
BRIDGEWATER CONDOMINIUMS
REMOVE AND REINSTALL JACK ASSEMBLY
01000: SPECIAL PROVISIONS
D. Local Agency
E.
Larry Seto
Alameda County Health Care Services
Department of Environmental Health
Hazardous Materials Division
80 Swan Way, Room 200
Oakland, Ca. 94621
((510) 271-4320
Drilling Contractor John McRae
F. Transporter*
G. Disposal Site*
H.
Sample Collector**
I.
Laboratory**
*
**
K.M. McRae, Inc.
238 Esther Court
Hayward, CA. 94544
(510) 537-6539
REMCO
2717 Goodrick Ave.
Richmond, CA. 94801
REMCO
2717 Goodrick Ave.
Richmond, CA. 94801
Brian Flaherty
ENGEO
2401 Crow Canyon RD., Suite 200
San Ramon, CA., 94583
Chromalab
2239 Omega Road, Suite No. 1
San Ramon, CA., 94583

Richmond, CA. 94801
REMCO
2717 Goodrick Ave.
Richmond, CA. 94801
Brian Flaherty
ENGEO
2401 Crow Canyon RD., Suite 200
San Ramon, CA., 94583
Chromalab
2239 Omega Road, Suite No. 1
San Ramon, CA., 94583
State Certification No. 238
Services engaged by the Owner.
Services engaged by the Drilling Contractor.
1.06 EXAMINATION OF EXISTING CONDITIONS
A.
B.
Verify measurements in field, as required, for work
fabricated to fit job conditions. Before starting work,
examine adjoining work on which installment is in any way
dependent for perfect workmanship and fit. Give written
description of any existing deficiencies detrimental to
proper and timely installation of work.
A walk-through will be held at the site on Wednesday,
January 13, 1993 at 9:00 a.m. for the listed bidders.
PAGE 3 OF 9
BRIDGEWATER CONDOMINIUMS
REMOVE AND REINSTALL JACK ASSEMBLY
01000: SPECIAL PROVISIONS
'
1.07 PARKING AND ACCESS TO SITE
A.
Vehicular access to the site shall be by routes desig-
nated by the Owner.
B.
On Site Parking:
manager.
Contractor to coordinate with project
1.08 PROJECT MEETINGS
A.
B.
Pre-construction Conference: Contractor shall attend
pre-construction conference to be scheduled after
notification to proceed and prior to start of
construction, and shall be prepared to review job
schedules, discuss various aspects of the work, and
procedures for smooth job progress.
Progress Meetings: Periodic job-site meetings will be
held to review progress of the work and resolve construc-
tion problems as required. Representatives of the Owner,
Engineer and Contractor shall attend.
1.09 NOTIFICATION OF ENGINEER
Notify Engineer not less than two (2) working days in advance
of any observation required.
1.10 JOB SIGNS AND PUBLICITY RELEASES
A.
B.
Do not display advertising or job signs except as may be

ENGINEER
Notify Engineer not less than two (2) working days in advance
of any observation required.
1.10 JOB SIGNS AND PUBLICITY RELEASES
A.
B.
Do not display advertising or job signs except as may be
required for identification and deliveries.
Do not release any information, story, photograph, plan
or drawings relating information about the project to
anyone, including press or other public communications
medium.
1.11 WORK HOURS
Normal work hours on the construction site shall not commence
earlier than 7:00 a.m.,
unless otherwise approved by the
Project Manager.
PAGE 4 OF 9
BRIDGEWATER CONDOMINIUMS
REMOVE AND REINSTALL JACK ASSEMBLY
01000:
SPECIAL PROVISIONS
1.12 TEMPORARY CONSTRUCTION UTILITIES
A.
B.
C.
The Owner shall provide and pay for necessary power and
water required during the course of construction. The
Contractor shall be responsible for providing temporary
facilities required to deliver such utility services from
their existing location in the building to point of
intended use.
Contractor shall verify characteristics of power avail-
able in building. Where power of higher voltage or
different phases or current is required, Contractor shall
be fully responsible for providing such service and shall
pay all costs required therefore. Work to be done in
accordance with applicable California Administrative
Codes.
The Contractor shall furnish, wire for, install and
maintain temporary electric lights wherever it is
necessary to provide illumination for the proper perfor-
mance and/or observation of the work.
D. Use backflow preventers on water lines at point of
connection to Owner's water supply.
1.13 TEMPORARY FIRE SYSTEM PROTECTION
Where existing fire protection system of the building is
inadequate or impaired by construction operations, provide

t point of
connection to Owner's water supply.
1.13 TEMPORARY FIRE SYSTEM PROTECTION
Where existing fire protection system of the building is
inadequate or impaired by construction operations, provide
temporary fire protection for the building during the course
of construction.
1.14 SANITARY FACILITIES
Appointed sanitary facilities within the existing building
will be made available for Contractor's use. Contractor shall
be responsible for cleanliness.
1.15 PROJECT SECURITY
The Contractor is responsible for project security for
materials, tools, equipment, supplies and partially completed
construction.
PAGE 5 OF 9
BRIDGEWATER CONDOMINIUMS
REMOVE AND REINSTALL JACK ASSEMBLY
01000:
SPECIAL PROVISIONS
1.16 ACCESS AND EXITWAYS
A.
B.
C.
Do not interfere with use of or access to occupied
portions of building or adjacent property.
Maintain all corridors, stairs, halls and other exitways
of occupied buildings clear and free of debris or
obstructions at all times.
Provide full height (8 feet high) solid barricades around
the immediate work area surrounding the second floor and
first floor shaft openings. The intent of this provision
is to completely shield the work area, including all
contractor's personnel and equipment.
1.17 CARE OF EXISTING FACILITIES
A.
B.
C.
The Contractor shall be responsible for repair or
replacement of existing facilities including any land-
scaping, paving, roads, sidewalks, carpet, tile and
gutters damaged as a result of the performance of this
work. Any facilities or finishes damaged shall be
repaired or replaced with materials and workmanship
equivalent to that employed in executing the original
work and to the Project Manager's satisfaction.
The Contractor shall take care not to overload the
existing structure by storing material, erecting shoring,

to that employed in executing the original
work and to the Project Manager's satisfaction.
The Contractor shall take care not to overload the
existing structure by storing material, erecting shoring,
placing equipment or similar activities.
Do not park trucks, store materials, perform work or
cross over landscaped area. Do not dispose of paint
thinners, water from cleaning, plastering, or concrete
operations or other deleterious materials in landscaped
areas. Any plant materials damaged as a result of the
performance of this work will either be replaced with new
plant materials equal in size to those damaged or by
payment of an amount representing the value of the
damaged material as determined by the Owner.
1.18 POWDER DRIVEN FASTENERS
Powder driven fasteners are not permitted.
PAGE 6 OF 9
BRIDGEWATER CONDOMINIUMS
REMOVE AND REINSTALL JACK ASSEMBLY
01000: SPECIAL PROVISIONS
1.19 NOISE AND DUST CONTROL
A.
B.
Contractor shall note that the building and adjacent
facilities will remain in operation during the entire
construction period and he shall take all reasonable
precautions to eliminate dust and minimize noise.
Erect temporary partitions to confine noise and dust as
required.
1.20 CLEAN-UP DURING CONSTRUCTION
Maintain job in a clean, orderly fashion. Pick up and remove
debris daily, if required, but not less frequently than
weekly. If work under this Contract creates dusty, dirty or
unsightly conditions in adjacent areas, the Contractor will
immediately clean up the affected areas.
1.21 UTILITY SHUTDOWNS AND INTERRUPTIONS
A.
Give the Owner three (3) days notice, in writing, of need
to shut off existing utility services or equipment
interruptions. The Owner shall set exact time for and
execute shutdown. All work required to re-establish

three (3) days notice, in writing, of need
to shut off existing utility services or equipment
interruptions. The Owner shall set exact time for and
execute shutdown. All work required to re-establish
service such as connections, line taps, cable splicing
shall be performed by the Contractor.
1.22 SPECIFIED ITEMS
A.
-
SUBSTITUTES
Wherever catalog numbers and specific brands of trade
names followed by the designation "or equal" are used
in conjunction with a designated material, product, thing
or service mentioned in these specifications, they are
used to establish the standards of quality, utility and
appearance required. Substitutions which are equal in
quality, utility and appearance to those specified will
all
be approved, subject to the following provisions:
substitutions must be approved by the Engineer in
writing. For this purpose, the Contractor shall submit
to
the Engineer, a typewritten list containing a
description of each proposed substitute item or material.
Sufficient data, drawings, samples, literature or other
detailed information which will demonstrate to the
Engineer that the proposed substitute is equal in
quality, utility and appearance to the material specified
shall be appended to this list.
PAGE 7 OF 9
BRIDGEWATER CONDOMINIUMS
REMOVE AND REINSTALL JACK ASSEMBLY
01000:
SPECIAL PROVISIONS
B.
c.
D.
E.
F.
or
The Engineer will approve, in writing, such proposed
substitutions which are, in the Engineer's opinion, equal
in quality, utility and appearance to the items
materials specified. Such approval shall not relieve the
Contractor from complying with the requirements of the
drawings and specifications, and the Contractor shall be
responsible at the Contractor's own expense for any
changes resulting from the Contractor's proposed sub-

omplying with the requirements of the
drawings and specifications, and the Contractor shall be
responsible at the Contractor's own expense for any
changes resulting from the Contractor's proposed sub-
stitution which affect other parts of the Contractor's
own work or the work of others.
Failure of the Contractor to submit proposed substitu-
tions for review in the manner described above and within
the time prescribed shall be sufficient cause for
disapproval by the Engineer of any substitutions other-
wise proposed.
Wherever catalog numbers and specific brands or trade
names not followed by the designation "or equal" are used
in conjunction with a designated material, product, thing
or service mentioned in these specifications, no sub-
stitutions will be approved.
Wherever more than one (1) manufacturer's product is
specified, the first-named product is the basis for the
project design and the use of alternative-named manufac-
turer's products or substitutes may require modification
in the project design and construction. If such alterna-
tives are proposed by Contractor and are favorably
reviewed by the Engineer, Contractor shall assume costs
required to make necessary revisions and modifications
including additional costs to the Owner for evaluations
of modification of the project design submitted by
Contractor to the Engineer.
When materials are specified by first manufacturer's name
and product number, second manufacturer's name, or equal,
the second manufacturer's product shall be submitted in
accordance with the requirements for substitute items.
If the Engineer, in review of the list of materials and
equipment, requires revisions or corrections to be made
or shop drawings and/or supplemental data to be sub-
mitted, Contractor shall promptly do so. If any proposed

eview of the list of materials and
equipment, requires revisions or corrections to be made
or shop drawings and/or supplemental data to be sub-
mitted, Contractor shall promptly do so. If any proposed
substitute is judged by the Engineer to be unacceptable,
the specified item shall be provided; further submissions
will not be allowed, unless directed by the Engineer.
PAGE 8 OF 9
BRIDGEWATER CONDOMINIUMS
REMOVE AND REINSTALL JACK ASSEMBLY
01000:
SPECIAL PROVISIONS
G.
In review of the data submitted in support of substi-
tutes, the Engineer will use for purposes of comparison
all the characteristics of the specified item as they
appear in the manufacturer's published data even though
all the characteristics of the specified item may not
have been particularly mentioned in the specification.
If more than two submissions of data are required, the
cost of reviewing these additional submissions shall be
charged directly against Contractor; and the Owner will
withhold the funds necessary to cover these costs.
1.23 FINAL CLEAN-UP
Clean up the entire construction area and adjacent areas
affected by the performance of work under this Contract.
Remove all temporary construction, tools, equipment, excess
materials and spoils.
1.24 PREPARATION FOR ACCEPTANCE (PRIOR TO FINAL INSPECTION)
A.
B.
C.
D.
E.
Temporary facilities and utilities shall be properly
disconnected, removed and disposed of off-site.
All systems, equipment and devices shall be in full and
proper adjustment and operation and properly labeled and
identified.
All materials and finishes shall be neat, clean, unmarred
and parts securely attached.
All broken work, including glass, curbs, slabs and paving
shall be replaced or properly repaired.
Clean-up of the site shall be complete.
1.25 FINAL INSPECTION
A.

unmarred
and parts securely attached.
All broken work, including glass, curbs, slabs and paving
shall be replaced or properly repaired.
Clean-up of the site shall be complete.
1.25 FINAL INSPECTION
A.
Upon receipt of notice from the Contractor that the work
is ready for final inspection and acceptance, the
Engineer and Contractor shall promptly make a joint
inspection of the work and note deficiencies, if any.
When noted deficiencies have been removed and the
Engineer finds the work to be complete according to the
Contract Documents, the Engineer will advise the Owner.
END OF SECTION
PAGE 9 OF 9
BRIDGEWATER CONDOMINIUMS
REMOVE AND REINSTALL JACK ASSEMBLY
PART 1
-
GENERAL
01100:
SCHEDULING REQUIREMENTS
SECTION 01100
SCHEDULING REQUIREMENTS
1.01 SCHEDULING REQUIREMENTS
A.
B.
C.
D.
E.
Before beginning any work, the contractor shall submit
to the Project Manager for discussion and approval a
complete plan of operations and progress schedule of the
proposed construction operations. This schedule should
reflect the provisions as to timing of the start and
completion of all contract work.
The schedule may be in a bar chart form or other approved
system by which are shown predicted starting and comple-
tion dates for the various work units or trades involved.
The schedule should indicate duration and time of work
to occur for each major phase of the elevator work.
No work shall be started until the schedule has been
approved by the Project Manager.
No on-site work shall commence unless approved by the
Project Manager.
Access to work areas is subject to user constraints and
the Contractor may have to delay or reschedule his work
periods to accommodate the user at the Project Manager's
direction.
END OF SECTION
PAGE 1 OF 1
BRIDGEWATER CONDOMINIUMS

to user constraints and
the Contractor may have to delay or reschedule his work
periods to accommodate the user at the Project Manager's
direction.
END OF SECTION
PAGE 1 OF 1
BRIDGEWATER CONDOMINIUMS
14212: HYDRAULIC PASSENGER ELEVATOR
REMOVE AND REINSTALL JACK ASSEMBLY
PART 1 GENERAL
SECTION 14212
HYDRAULIC PASSENGER ELEVATOR,
1.01
SCOPE
All labor, materials, equipment and services necessary to remove
the existing jack assembly, redrill new 20 inch diameter hole,
install a closed bottom steel casing, install on-site schedule 40,
140 psi PVC casing and install new on-site jack cylinder with
existing plunger and moisture sensors and return elevator to
service.
A.
B.
General Summary of Work:
1
21
61
Remove existing steel jack assembly and any casing or PVC
found in the hole. Redrill hole to receive new steel
casing and a PVC closed bottom casing.
Install new steel casing with closed bottom.
Install new PVC closed bottom casing.
Install new jack cylinder (on-site) and repipe.
Install sensors supervisory system as required by Title
23.
Install PVC containment around piping from jack to power
unit. Install sensors as required.
Install sensors as
7 Provide pan under power unit to contain 110% of the total
fluid volume in the reservoir.
required.
84 Remove spoils and clean up.
Compliance with governing codes.
C. Clean Up: Upon completion of the work prior to final inspec-
tion, thoroughly clean all exposed features, remove equipment
and leave the entire installation in a neat, clean and usable
condition. Remove all cement, paint, grease, oil and other
foreign substances.
PAGE 1 OF 7
BRIDGEWATER CONDOMINIUMS
REMOVE AND REINSTALL JACK ASSEMBLY
14212: HYDRAULIC PASSENGER ELEVATOR
1.02
QUALITY ASSURANCE
A. Qualified Bidders:
1.
2.
The following bidders have been invited to bid:

OF 7
BRIDGEWATER CONDOMINIUMS
REMOVE AND REINSTALL JACK ASSEMBLY
14212: HYDRAULIC PASSENGER ELEVATOR
1.02
QUALITY ASSURANCE
A. Qualified Bidders:
1.
2.
The following bidders have been invited to bid:
a.
b.
C.
Armor Elevator Company
Millar Elevator Company
Otis Elevator Company
General: The Contractor may supply his standard equipment
provided that all details of this specification are met.
The decision of the Engineer shall be final should
disputes arise regarding any details of the equipment.
Design Criteria:
B.
1.
C.
2.
Performance:
a.
b.
C.
Contract Speed: 100 FPM
Floor-to-Floor Time: Existing.
Leveling: Within one half (1/2) inch under any
loading condition. Car shall level into floor at all
times, not overrun floor and level back.
Operating Qualities: Engineer and the Project Manager
shall judge riding qualities of car. Contractor shall
make all necessary adjustments, if requested, by the
Engineer or the Project Manager.
Requirements of Regulatory Agencies:
1.
Codes: Material and workmanship shall be in accordance
with the latest applicable edition requirements of the
following and as specified.
a. CCR:
Titles
19, 23 & 24;
California Code of Regulations.
National Electrical Code.
Uniform Building Code.
b.
C.
NEC:
UBC:
81
1.03
A.
1.04
GENERAL REQUIREMENTS
Delivery, Storage and Handling: Discharge materials carefully
and store on clean, concrete surface or raised platform in
safe, dry area.
SUBMITTALS
A.
B.
Layouts: Contractor to submit plan and section of pit and
machine room.
Details:
containment.
Submit details of contractor's method of dual
PAGE 2 OF 7
BRIDGEWATER CONDOMINIUMS
REMOVE AND REINSTALL JACK ASSEMBLY
14212: HYDRAULIC PASSENGER ELEVATOR
C. Health and Safety Plan: Contractor is to provide written
Health and Safety Plan and as a minimum provide the

ATER CONDOMINIUMS
REMOVE AND REINSTALL JACK ASSEMBLY
14212: HYDRAULIC PASSENGER ELEVATOR
C. Health and Safety Plan: Contractor is to provide written
Health and Safety Plan and as a minimum provide the
information as recommended by the Local Agency. A copy of
these minimum requirements can be found in Attachment 1 to
these specifications.
PART 2
-
PRODUCTS:
2.01
DESCRIPTION OF EQUIPMENT:
2.02
After
Rehabilitation
Present
1. Manufacturer:
2. Number and Type:
Otis LRV
Same
One Passenger
Same
3. Capacity and Speed:
2500 Pounds
Same
100 FPM
4. Travel:
27'-10" (approx.)
Same
5. Stops and Openings:
4/4
Same
(B, 1-3)
6. Well Casing:
Unknown
7. PVC
8. Cylinder
9. Plunger:
10. Piping:
Unknown
Steel
5.88"
New 10 Gage
Steel
New Schedule
40- 140 PSI
New Steel
3.88 inch
Same
2"
Modify Existing
REMOVAL OF JACK CYLINDER MATERIAL
A.
The existing steel jack cylinder sections shall be removed.
The contractor shall exercise his best judgement in the
removal of the steel sections and any existing PVC casing
sections or any steel sections which may be encountered.
PAGE 3 OF 7
BRIDGEWATER CONDOMINIUMS
REMOVE AND REINSTALL JACK ASSEMBLY
14212: HYDRAULIC PASSENGER ELEVATOR
2.03
2.04
B. Each removed sections shall be flushed out to remove all
evidence of hydraulios Rinse shall be emptied into DOT,
supplied 55 gallon drums supplied by the drilling contractor.
C.
Contractor shall make available each of the sections for
inspection to determine where the jack was leaking.
DRILLING OF HOLE:
B.
A. Remove any existing PVC or steel casing which may exist.
Drill new well hole of proper size and depth. Drilling to be
done with inside drilling rig under existing conditions. The
Local Agency will require that hole be drilled two feet below
the bottom of the existing jack cylinder.

oper size and depth. Drilling to be
done with inside drilling rig under existing conditions. The
Local Agency will require that hole be drilled two feet below
the bottom of the existing jack cylinder.
1. All contaminated soil to be placed in DOT supplied $55
gallon drums for transportation to a disposal site.
2.
2.
3.
A discrete soil sample shall be taken for every 20 cubic
feet of material removed from the hole. Samples from
native soil shall be taken at approximately 30 feet.
Sampling levels will determine the extent of the
contamination in the soil. Contaminated soil shall be
removed to the extent possible and will be determined by
the Local Agency.
Install closed bottom 10 ga. steel casing with water seal
ring as detailed in jack setting detail. Provide casing
as manufactured by California Steel Industries, Kai Well
water well casing with .20 percent copper or equal, no
know equal. If casing must be driven, steel bottom may
be omitted. In lieu of steel bottom provide minimum of
two feet of concrete in bottom of hole. Use Pour Stone,
or equal, no known equal. Backfill with clean dry sand.
Coat water seal ring with suitable waterproofing compound
and seal void between concrete and casing with quick
setting hydraulic cement.
PVC CASING
A.
Install Schedule 40 PVC (140 psi) casing with watertight
sealed couplings and bottom end cap. PVC casing to be a
minimum of six (6) inches greater in diameter than the jack
cylinder. Extend PVC above pit floor to fit snug against the
pit channels.
PAGE 4 OF 7
BRIDGEWATER CONDOMINIUMS
REMOVE AND REINSTALL JACK ASSEMBLY
14212: HYDRAULIC PASSENGER ELEVATOR
2.05
B.
Installation: Set PVC casing in hole and back fill with
clean, dry sand or bentenite mixture. Provide a watertight
seal between the PVC and steel casing.
CYLINDER AND PLUNGER

ASSENGER ELEVATOR
2.05
B.
Installation: Set PVC casing in hole and back fill with
clean, dry sand or bentenite mixture. Provide a watertight
seal between the PVC and steel casing.
CYLINDER AND PLUNGER
A.
B.
B.
C.
Cylinder: Steel pipe, factory tested for 400 pounds/square
inch working pressure. Sandblast or wire brush outside of
cylinder to remove rust and scale. Paint with heavy coat of
epoxy or mastic. Wrap with 20 mil wrapping of Trantex
Tapecoat, Glasswrap or equal. Work shall be done in shop and
repaired in field if coating is damaged.
Sensack Cylinder.
and
Install moisture sensor in the space between the PVC
Sensor shall be a maximum of two
inches above the bulkhead of the PVC. Seal area between the
PVC and the cylinder to form a watertight seal.
Plunger:
Reuse existing plunger.
Packing. Provide new packing which inhibits leaking of oil
with drip ring.
2.06 PLATEN ISOLATION
A. Reuse existing platen connection.
2.07 PIPING
2.08
A.
B.
PIT
A.
Match existing pipe size with new connections at the cylinder
head suitable for 400 pounds pressure.
Provide PVC containment for the to/from line from the jack to
the power unit. Containment piping shall be slanted from the
power unit to the pit. Install sensors as required to monitor
any leaks in the piping.
The pit floor, pit sump and walls of the pit shall be lined
with a water/oil tight membrane sealant to contain 110 percent
of the amount of oil in the tank reservoir and the oil line
(no less than six (6) inches in height).
PAGE 5 OF 7
BRIDGEWATER CONDOMINIUMS
REMOVE AND REINSTALL JACK ASSEMBLY
14212: HYDRAULIC PASSENGER ELEVATOR
2.09 OIL
2.10
2.11
A. Refill system with oil rated for 150 SSU at 100 degrees F.
temperature. Match existing oil in system. The existing oil

REINSTALL JACK ASSEMBLY
14212: HYDRAULIC PASSENGER ELEVATOR
2.09 OIL
2.10
2.11
A. Refill system with oil rated for 150 SSU at 100 degrees F.
temperature. Match existing oil in system. The existing oil
may be reused provided that the oil is filtered before filling
the reservoir.
POWER UNIT
A. Provide a sheet metal pan under the existing power unit to
contain 110 percent of the volume of the tank reservoir. Pan
is to be water and oil tight and is intended to contain any
oil that may leak from the reservoir.
B.
The containment pan shall be supported and isolated from the
power unit. Provide necessary seismic restraints. Provide
sensor as required by Title 23.
SENSOR SUPERVISORY PANEL
A.
Locate panel in machine room and connect to existing 110 volt
supply. Install sensor leads in conduit. Sensors shall
furnish a visual and audible signal any time a sensor detecte
the presence of water and/or oil in the covered areas.
Detection by one or more of the sensors shall signal the
elevator to shut down.
PART 3
3.01
3.02
-
EXECUTION
GENERAL
A. Bidding Documents: Contractor shall examine the existing
elevator and specifications. Any discrepancies which affect
the elevator work or conditions adverse to the contractors's
equipment shall be brought to the Engineer's and Project
Manager's attention immediately.
PREPARATION
A.
Field Measurements: Field verify dimensions before proceeding
with the work.
PAGE 6 OF 7
BRIDGEWATER CONDOMINIUMS
REMOVE AND REINSTALL JACK ASSEMBLY
14212: HYDRAULIC PASSENGER ELEVATOR
3.03
INSTALLATION
A. General: Install per manufacturer's requirements, those of
regulatory agencies and as specified.
3.04 FIELD QUALITY CONTROL
A.
B.
C.
Examination and Testing: When installation is ready for final
acceptance, notify and assist Owner in making a walk-through

of
regulatory agencies and as specified.
3.04 FIELD QUALITY CONTROL
A.
B.
C.
Examination and Testing: When installation is ready for final
acceptance, notify and assist Owner in making a walk-through
inspection of entire installation to assure workmanship and
equipment complies with contract documents.
Correction: Make corrections to defects or discrepancies at
no cost to Owner. Should discrepancies be such that re-
examination and retesting are required, all costs including
those of the Engineer shall be paid for by the Contractor.
Final Acceptance: Final acceptance of the installation will
be made only after all corrections are complete, final
submittals and certificates received, and the Owner is
satisfied and the installation is complete in all respects.
END OF SECTION
PAGE 7 OF 7
2" PIPE
Elevator PLATFORM
MOISTURE
SENSOR LEAD
"TO MONITOR
PANEL PER
TITE 23
FILL WITH EPOXY LEVEL
WITH PIT FLOOR
„CONTINUOUS STEEL SEALING
RING AROUND CASING
-PLUNGER
-CYLINDER-WRAP WITH
20 MIL TAPEWRAP
-10 GA. STEEL CASING
.20% COPPER CONTENT.
SAND/BENTENITE
MOISTURE
SENSOR
-PVC LINER WITH
SEALED BOTTOM
ALAMEDA COUNTY HAZARDOUS MATERIALS DIVISION
Site Health and Safety Plas
for
Underground Storage Tank Removal Projects
A site specific Health and Safety plan must be submitted for UST
removal projects. We advocate the site health and safety plan
include the following items, at a minimum:
a) The name and responsibilities of the site health and safety
officer;
b) An outline of briefings to be held before work each day to
appraise employees of site health and safety hazards;
c) Identification of the health and safety hazards of each work
task. Include potential fire, explosion, physical, and
chemical hazards;
d) For each hazard, identify the action levels (contaminant

ds;
c) Identification of the health and safety hazards of each work
task. Include potential fire, explosion, physical, and
chemical hazards;
d) For each hazard, identify the action levels (contaminant
concentrations in air) or physical conditions which will
trigger changes in work habits to ensure workers are not
exposed to unsafe chemical levels or physical conditions;
e) Description of the work habit changes triggered by the above
action levels or physical conditions;
f) Frequency and types of air and personnel monitoring along
with the environmental sampling techniques and instrumentation
- to be used to detect the above action levels. Include
instrumentation maintenance and calibration methods and
frequencies;
g) Confined space entry procedures (if applicable);
h) Decontamination procedures;
i) Measures to be taken to secure the site, excavation and
stockpiled soil during and after work hours (e.g. barricades,
caution tape, fencing, trench plates, plastic sheeting,
security guards, etc.);
j) Spill containment/emergency/contingency plan. Be sure to
include emergency phone numbers, the location of the phone
nearest the site, and directions to the hospital nearest the
site;
k) Documentation that all site workers have received the
appropriate OSHA approved trainings and participate in
appropriate medical surveillance per 29 CFR 1910.120; and
1) Page for employees to sign indicating they have read and will
comply with the site health and safety plan.
ATTACHMENT
Site Health and Safety Plan
Page 2 of 2
A
The safety plan must be distributed to all employees and
contractors working in hazardous waste operations on site.
complete copy of the site health and safety plan along with any
standard operating procedures shall be on site and accessible at
all times.
Notes:

actors working in hazardous waste operations on site.
complete copy of the site health and safety plan along with any
standard operating procedures shall be on site and accessible at
all times.
Notes:
General note: These requirements are excerpts from 29 CFR Part
1910.120 (b) (4), Hazardous Waste Operations and Emergency Response;
Final Rule, March 6, 1989. Safety plans of certain underground
tank sites may need to meet the complete requirements of this Rule.
Note for item d): Action levels may be based on 02 levels, LEL,
PEL, TLV, IDLH, or other values and conditions. A source for LEL,
PEL, and IDLE levels, along with other chemical information, is the
following:
NIOSH Pocket Guide to Chemical Hazards, DHHS (NIOSH)
Publication No. 85-114, Division of Standards, Development and
Technology Transfer, National Institute for Occupational Safety
and Health, 4676 Columbia Parkway, Cincinnati, Ohio 45226-1998
A source for up-to-date TLV values is the following booklet:
Threshold Limit Values and Biological Exposure Indices, the
American Conference of Governmental Industrial Hygienists, 6500
Glenway Ave., Bldg. D-7, Cincinnati, Ohio, 45211-4438 (513)
661-7881.
Note for item e): The work habit changes may include upgrading
personal protective clothing, donning/doffing fitted respirators or
SCBAS, ventilating the site, halting and restarting work, or any
other special action. In describing work changes, be sure to be
specific, for example: identify the type and material of any
personal protective equipment to be donned; if fitted respirators
are to be donned, indicate the respirator and cartridge type to be
used.
rev 3/91
2" PIPE
·ELEVATOR PLATFORM
MOISTURE
SENSOR LEAD
TO MONITOR
PANEL PER
TITLE
23
FILL WITH EPOXY LEVEL
WITH PIT FLOOR
„CONTINUOUS STEEL SEALING
RING AROUND CASING

and cartridge type to be
used.
rev 3/91
2" PIPE
·ELEVATOR PLATFORM
MOISTURE
SENSOR LEAD
TO MONITOR
PANEL PER
TITLE
23
FILL WITH EPOXY LEVEL
WITH PIT FLOOR
„CONTINUOUS STEEL SEALING
RING AROUND CASING
-PLUNGER
-CYLINDER-WRAP WITH
20 MIL TAPEWRAP
-10 GA. STEEL CASING
.20% COPPER CONTENT.
SAND/BENTENITE
MOISTURE
SENSOR
-PVC LINER WITH
SEALED BOTTOM