HomeMy Public PortalAboutSeal Slough Bridge Relief from Maintainance and Responsibility Projectr--i . 1 i--u--, r-. r -.r-.
CONSTRUCTION, INC
GENERAL ENGINEERING CONTRACTORS
SACRAMENTO. CA
City of San Mateo
Department of Public Works
330 West 20th Avenue
San Mateo, CA 94403
Attn: Wayne Harrington, R.E.
Gentlemen:
P.O. Box 620 / 6413 32nd Street / North Highlands / Ca. 95660
(916) 334-1221
February 5, 1986
Re: Contract #09-90-2126
Seal Slough Project
Relief from Maintainance
and Responsibility
In accordance with section 7-1.15 of the Standard Specifications, we
hereby request relief from maintainance and responsibility for all work
on the above referenced project.
Your early response will be appreciated.
Very truly yours,
General Manager
SW
so vikOto
AN EQUAL OPPORTUNITY EMPLOYER / STATE CONTRACTORS LIC. NO. 286430
"
A 5 B u i u " r _ P I L E , L o t A - T i w z - s
T E S T P I L E 5 t 2 ) . l C o
A s
1 3 T ( p
L . E A i
t i t = 1 4 , 6 1 0 . 6 3 8 9 0 2 ,
E 1 = 1 1 ` , 9 6 3 . 6 9 2 6 C ) ' C - - t o w 1 . 7 1 -
-
A Z = 1 3 7 1 8
H I S = 5 6 . 2 1 9 8
H 2 = 1 4 , 6 6 0 . 8 2 8 6 A S ( O L T
E 2 = 1 6 , 9 9 5 . 1 2 8 8 1 C '
e l L e
A Z = 1 4 2 . 8 9 5 1
H i p = 8 . 2 4 9 9
H 3 = 1 4 , 6 6 6 . 6 3 2 3 O
E 3 = 1 6 , 9 9 5 . 2 7 4 L j , 6 .
Q L t - -
T R A Y
"
F 1 1 , - - 1 4 : 6 2 7 . 1 3 6 6 2 2
E 1 = 1 6 , 6 9 5 . 1 6 8 6 " ' 0 � ' " .
w ��a ��L
5
A Z = 1 1 . 2 6 4 5
H 1 = ` 1 . 6 6 2 3
H 2 = 1 4 , 6 7 7 . 7 7 1 5 1 1 - t
E 2 = 1 8 , 9 8 5 . 4 2 9 8 " I ' + C Q
A Z = 1 3 . 3 1 1 9
H L + = 4 . 6 8 6 9
H 3 = 1 4 , 6 6 8 . 6 3 9 8 C = ) - 3 7
! ��
E 3 = 1 9 , . 9 9 5 . 1 4 8 9 1 L t - # " 7
T R A Y
H 1 = 1 4 , 6 7 7 . 6 2 6 8 ��* , - ) /
E 1 = 1 9 , 9 A 5 . 6 5 7 1 I V E
A Z = 3 6 1 . 2 3 4 , E
H D = 9 . : 7 7 8
H 2 = 1 4 , 6 7 7 . 7 7 1 5 4 5 B V 1 t : i
E 2 = 1 0 , 9 0 5 . 4 2 6 0 " C P
H 1 = 1 4 , 6 6 9 . 1 2 ' 9 6 P t - $ I i i
E 1 = 1 6 , 9 9 5 . 4 6 5 6
A Z = 2 1 3 . 9 3 6 4 A L A -
( 1 5 8 4 4 M A - o , S o
N 2 = 1 4 , 6 6 8 . 6 3 9 8 h i s e v i e T
E 2 = 1 9 , 9 8 5 . 1 4 6 9
S H P T ' l Z / ( 1 8 +
4 1 . 1 5 1 2 - 4 9 e / E :
S . 1 . 1 7 2 7 W
L I S T 1 = 1 6 . . 8 5 9 5
i 8 8 . 4 2 3 5 E
D I S T 2 = 0 . 2 4 8 3
N 3 = 1 4 , 6 7 7 . 7 6 6 1
E 3 = 1 0 , 9 0 5 . 6 6 6 2
p e 5 ( c , t J
1 - 7 . 0 0
0
� 1 . 1 7 2 7 k
B I S T 1 = 2 5 . 9 9 5 8 I M ' o
S 8 6 . 4 2 3 2
E I S T 2 = 8 . 3 8 7 6
H 3 = 1 4 . 6 6 8 . 6 3 2 9
E 3 = 1 0 , 9 0 5 . 4 5 4 4
S 1 . 1 7 2 7 R
6 I S T 1 = 3 3 . 8 0 4 0
S 8 8 . 4 2 3 7 E
D I S T 2 = 8 . 1 5 7 7
N 3 = 1 4 , 6 6 6 . 8 2 5 1
E 3 = 1 6 , 9 8 5 . 2 7 8 5
3 4 , o 0
"
A S B u i L T P I L o t . A T �� - + . 1 - s
T E S T P I L E S B a r r - r - N a . G C p
( - 7 1 ( 1 6 +
$ E L ) T " + ' (
P a m S
H 1 = 1 4 ; 6 1 0 . 6 3 8 9 ( , P .
E 1 = 1 8 , 9 8 3 . 6 ' 2 6 C , c ) N Y T r l - , L .
p a y
. , f R 4 ' ��_ { i L i .
H D = 5 8 . 2 1 8 8
H 2 = 1 4 , 6 6 0 . 8 2 . 6 A s 6 ' - : ' , L o
E 2 = 1 8 , 9 8 5 . 1 2 0 8 S
A Z = 1 4 2 2 . 8 8 5 1
H D = 8 . 2 4 9 8
H 3 = 1 4 , 6 6 0 . 6 3 2 3 8 ( . ��
E 3 = 1 8 , ' 3 8 5 . 2 7 4 1 _ J L 1 C ?
g Q 1 L T
P I L i - -
T R A Y
5 e - - 1
"
N 1 - 1 4 , 6 2 x . 1 3 6 6
E 1 = 1 0 , 8 9 5 . 1 6 2 8
S t
A i - 1 1 . 2 6 4 5
H D = 5 1 . 6 6 2 3
H 2 - 1 4 , 6 7 7 . 7 7 1 5 f 3 . 1 " 3 - 7 -
E 2 7 - 1 8 , 9 8 5 . 4 2 8 8 1 1
A Z = 1 3 . 3 1 1 0
H D = 4 2 . 6 8 6 E
H 3 = 1 4 , 6 6 8 . 6 3 9 8 6 r ( C '
E 3 = 1 0 : 9 0 5 . 1 4 6 9 e I
T R A r
1 1 = 1 4 , 6 7 7 . 6 2 6 8 - ��I ��
E 1 = 1 . 0 , 9 0 5 5 . 6 5 ( 1
A Z = 3 0 1 . 2 3 4 3
H D = 8 . 2 7 7 8
H 2 = 1 4 , 6 7 7 . ; 7 1 5 4 1 ' ' S B ' ) I T T
E 2 = 1 0 , 9 0 5 . 4 2 0 0 ( P
H 1 = 1 4 , 6 6 9 . 1 2 9 6 C > 5 i r 9 �%- -
��
E 1 = 1 0 , 9 8 5 . 4 6 5 6 P I
A Z = 2 1 3 . 0 3 0 4 A w A B C , t
( i = 8 . 5 8 4 4 ) M A Y - - O , S O
H 2 = 1 4 , 6 6 8 . 6 3 9 8 P r y 1 3 . 3 1 L 1
E 2 = 1 0 , 9 8 5 . 1 4 6 9
( g T
b c , E - ,
S 1 . 1 7 2 7 R D e . s t i a
D I S T 1 = 1 6 . 8 5 9 5 1 ' 7 , o a
i C o 2 3 8 E
D I S T 2 = 8 . 2 4 0 7 0
H 3 = 1 4 , 6 7 7 . 7 6 6 1
E 3 = 1 0 , 9 8 5 . 6 6 8 2
S 1 . 1 7 2 7 W
D I S T 1 = 2 5 . 9 9 5 8 2 5 , 0
S 8 S . 4 2 3 2 E
D I S T 2 = 8 . 3 8 7 6 0
H 3 = 1 4 , 6 6 8 . 6 3 2 9
E 3 = 1 0 , 9 8 5 . 4 5 4 4
S 1 . 1 7 2 7 R
D I S T 1 = 3 3 . 8 8 4 5 3 4 , c s a "
S 8 8 . 4 2 3 7 E
D I S T 2 = � x , 1 5 7 7
i d 3 = 1 4 , 6 6 6 . 8 2 5 1
E 3 = 1 8 , 9 8 5 . 2 7 8 5
0
w
Enc3mEEauw
c oa°mao�rt�
June 27, 1984
Mr. Robert Bezzant, Director
Dept. of Public Works
City of San Mateo
330 W. 20th Avenue
San Mateo, CA 94403
Attn: Thad Binkley
Dear Thad:
•
Two major questions arose during the recent bidding phase
of the Seal Slough Bridge. These involve substituting:
1. Sonoco's version of the corrosion collar (Sonoloc) instead
of Symon's version.
2. A -Joint Corporation's concrete pile splice (Dyn-A-Splice)
instead of the dowel method shown on the plans.
I have received test reports, literature, and samples of
these products, and anticipate the Contractor will want to
propose usage of these substitutes. The final determination,
of course, must be by and through you.
The Sonoloc collar has been used in similar situations before,
and appears to be an equivalent substitute. The method of
placement of the concrete fill needs to be explained in full
detail.
The Dyn-A-Splice has been accepted by Caltrans and is therefore
acceptable. It should be located at or below the midpoint of
the pile.
A third major question, consisting of lengthening the steel
pipe piles to be full height, thus eliminating the cast -in -
place pile extensions, has also been raised. We should wait
for a formal submittal of this one, if the Contractor proposes
it, before making an evaluation.
As we can be of further assistance, please
Sincerely,
Dave E. Vandershaf, SE
Sr. Structural Engineer
RECEIVED
JUN 2 8 1884
SAN MATEO
PUBLIC WORKS DEPT.
DEV/dc
3217 Ramos Circle • Sacramento, CA 95827 • (916) 366-6175
141J
*DETAIL ESTIMATE
0
4-SM-0-SM
M-D44l' (1)
Seal Slough Bridge
Construction on E. 3rd
Ave. in City of San
Mateo.
To be used as a basis of agreementfor
rd enue
f o3 onAv ion of in theSeal CitySofugh
San
Bridge, Project No. M -D444(1), on
Mateo.
Construction Authorization
Date: /
27/83
Typ
e: Construct rctReinforcedConcrete Bridge
Code: X080
Construction
Item
No.
(F) 1.
F 2.
�F) 4.
(F)
F) 5.
( 6.
7.
8.
9.
10.
11.
12.
13.
1 .
15
nF 16.
F 17.
F 18.
19.
20.
(F)21.
(F)22.
(F)�3.
24.
(F)�5.
26.
27.
28.
Item Description
Unit
Structure Excavation (Bridge) C.Y.
Structure Excavation(Retaining C.Y.
Wall)
Structure Backfill Bridge) C.Y.
Structure Backfill (Retaining C.Y.
Wall)
pervious Backfill Material C.Y.
Pervious Backfill Material C•Y•
(Retaining Wall)
Furnish Piling (Class 70C) L.F.L
Drive Pile (Class70C)
L.F.
Furnish Piling (Class Ea.
Drive Pile (Class 100C) L.F.
Furnish Piling (Class 150) L.
Drive Pile (Class 150) L.F.Ea.
Pile Corrosion Collar L.
Pile Test Ea.
L.S.
Prestressing Cast -in -Place
Concrete
Structure Concrete, Bridge Footg.C.Y.
Structure Concrete, Bridge
Structure Concrete, Retaining C.Y.
Wall L.F.
Waterstop L.F.
Joint Seal Assembly Lb.
Bar Reinforcing Steel
Bar Reinforcing Steel, Retain'g Lb.
Wall
Bar Pile Lb.
Rock,t-Ton, iMeng e
thodB�Slope C.Y.
Protection
Miscellaneous Metal, Bridge Lb.
Tubular Handrailing
Concrete -Barrier (Type 26) L.F.L.F.
Concrete Barrier Type 50A) L.F.
Length: 0.2 Miles
Quantity Unit Amount
Price
430 $80 $34,400
400 $80 $32,000
250 30 $ 7,500
665 $30 $19,950
640
105 0 $ 4,200
7947
74
3887
36
13,473
119
935
1
115
5450
365
92
232
705,000
, 36,000
529,000
200
2,750
1,796
1,796
1,060
8 $63,576
1,500 $111,000
13 $50,5310
1,500 $5
31
417,663
2,200 $261,800
$80 74,800
410,000 $20,000
$100,000
t250 $28,750
235 $
1 280,750
$250 $91,250
1.i5 1,380
l00 $23,200
0.50 $352,500
$0.60 $21,b00
$0.70 $370,300
0.40 $ 8,000
$2.00 5,500
15.00 26,940
30.00 31,800
4-SM-o-sM
M -D444(1)
• Seal Slough Bridge
Item Item Description Unit Quantity Unit ,Amount
No. I Price
29. Lighting
30. Mobilization
L.S. 1 $15,000
L.S. 1 $398,510
Total Contract Items
Contingency 5%
$3,997,340
199,867
Construction Total $4,197,207
Construction Engineering 6%+ $ 256,516
Project Total $4,453,723
SUMMARY
Total Cost Participating Cost Federal Funds City Funds
Construction $4,453,723 $4,453,723 $3,840,000 $613,723
Federal Participation: 100%
Reimbursement Ratio: 86.22%
Funding Code: W36
JRL: 6/28/84
f
�/7 ! :. C
1, ;
{.
�r a�
ham! i
/
I f Yet /fie.,
z;
' (.7 Jlf/>
277,7
•
7%(
"
P \ t l \ v s
A v t _
e A c v . 5 + / 7 ! ! Q ` 1 ( " S O S 0 -
�
d ( 1 ? e I , a % y b y t e r H o 1 e c 1 4 4 0 9 f t ( , I k n , c . , w 4
1 4 1 P P O I ) e l i e 1 4 4
1 : - 7 - 6 b e
2 2 2 . . . 9 4 : , , : _ _ _ _ - e t , - 1 1
6 , 3 . . c y r o L r A n S C 0 / C % e m / 4 , m c a e j r e v ? . ( ` ' 0 k 5
' ��-
%
7 g i ( a
w L C G . ( f i t - �� j t 2 / 7 I L r < < J X / S $ j 7 P k i t s
9 ��C w K C ��l 'T s . r
8 " p e t k * R e I n c u t e 1 o c , J e r e
4 L i
r
" "
1 s
u ���� s i p �
0 4 e , C l i o " )
1 4 - 4 ) i i d e p t w L " " ' . ��
s i e s o c a m . D t c . 3 a v e c � e t N (
x . 1 4 0 u
: a i ? t L T i t ( T o . L o b o ' o w ,
����. Z c l P . 4 i s L , ( 8 . 4 z \ o c - ( . _ . _ l L ! _ S
��. , k \ C a l t i a l c " C " I A A
�
0 , O a D E 2 \ c i s o s �� s o h
��'
( 1 \ A n ��a 7 e J
1 - ) 0 4 4 . ? Q _ \
C - 4 ) L c o ( & I D i ? t i o i 1 0 ?
R c e e s T 5
^ l a m V c l j
I M \ e k ( D i & ` p r 2 t c Q S
0 2 A c e - e 5 s
c 1 4 % e m s 1 4
k A .
"-t' 0/105;42 e p ze 0
6P;1i 5
"
"
STATE OF CALIFORNIA
OFFICE MEMO
STD. 100 (REV. 11-751
•
DATE
TO:
ROOM NUMBER
FROM:
per- ,44i/eoJ
CALTRANS LOCAL ASSISTANCE -
CONSTRUCTION BRANCH
PHONE NUMBER
415-%7-1980
SUBJECT:
RESULTS OF MATERIALS TESTS
THE RESULTS OF THE ATTACKED MATERIALS
TESTS ARE FOR YOUR INFORMATION AND
SHOULD BE RETAINED IN YOUR MATERIALS
FILE. THIS FILE ALONG WITH THE BALANCE
OF YOUR PROJECT RECORDS MUST BE ARCHIVED
FOR A PERIOD OF THREE YEARS FOLLOWING
FINAL VOUCHF,RING BY THE FEDERAL HIGHWAY
ADMINISTRATION.
-
7.•15,..
rr
cal
SEt 241984
SAN MATED
PUBLIC WORKS DEPT.
DEPARTMENT OF TRANSPORTATION
NOTICE OF M ITERIAL TO BE INSPEC.
HMR 9-28 {7/73)
I
TO:
CONTRACTOR:
Resident Engineer
Dist. 4 Const.
MCM Const. Inc.
DATE:
Sept. 6, 1984
DIST CO RTE P,M.
City of San Mateo
CONTRACT NUMBER
PURCHASE ORDER
ESTIMATE NUMBER
FEDERAL PROJECT NUMBER
M -D444 (1)
LIMITS OF CONTRACT:
ITEM
MATERIAL
QUANTITY
SOURCE
13
pile corrosion co116•r
SonocO Pord
Akron, OH
.
REMARKS
74,%)/ /;e7L.1 724)r- /(/-,7-e-V7.5re—
r
RESIDENT ENGINEER
MATERIALS & RESEARCH
ENGINEER
R. A. FORSYTH
BY
Al Sn de /ASI/da
SEP 2 4 1984
INSTRUCTIONS: Route Copies To:
WHITE — Sampler
YELLOW — Materials & Research Dept.
PINK — District or Bridge Dept.
GOLDENROD — Res. Engineer — Maint. Supt.
GREEN — Contractor or Vendor
I '
PUBLIC WORKS DEPT
AIL
DEPARTMENT OF TRANSPORTATION
NOTICE OF MATERIAL TO BE INSPEC ?
HMR R-28 (7/75)
•
TO:
DATE: •
DIS1 CO RTE P M
CONTRACT NUMBER
PURCHASE ORDER
ESTIMATE NUMBER
FEDERAL PROJECT NUMBER
CONTRACTOR:
LIMITS OF CONTRACT:
ITEM
MATERIAL
QUANTITY
SOURCE
REMARKS:
RECEIVED
RESIDENT ENGINEER
2� 984
MATERIALS & RESEARCH
ENGINEER
_
BY EPy
C`RM nATEf
INSTRUCTIONS: Route Copies To:
WHITE — Sampler
YELLOW — Materials & Research Dept.
PINK — District or Bridge Dept.
GOLDENROD — Res. Engineer — Maim. Supt.
GREEN — Contractor or Vendor
PUBLIC WORKS DEPT.
e
DEPARTMENT OF TRANSPORTATION
NOTICE OF MATERIALS TO BE FURNISHED
TL -605 (12.74)
TO:
Action Machine P.
5368 Houston
West Sacramento, CA 95691
DATE: y
Sept. 6, 1984
BRANCH OFFICE
O • Box 19128
Sacramento, CA 95819
PHONE NUMBER
739-2309
ATTENTION:
CONTRACTOR:
MCM Const.
Inc
ON STATE CONTRACT *
7 A
%-„,-; 'j
D15T *
CO *
RTE *
P.M. *
has notified this department that your firm is to furnish the following materials
Item 20— sssenbl#
This material is subject to our inspection and release before shipment is made; therefore, please notify this office
as soon as manufacture or fabrication is proposed or as soon as sampling is required. Sampling, tests and inspection
will be made in accordance with Section 6 of the Standard Specifications.
You are reminded that source inspection is random and does not relieve the Contractor of the
full responsibilityof incorporating materials in the work that comply in all respects with the contract
plans and specifications, nor does it preclude the subsequent rejection of materials found to be
unsuitable.
Material shipped without proper release shall constitute sufficient reason for rejection.
Your cooperation in notifying us by telephone as much in advance of expected action as possible, so that we
may arrange for inspection, sampling • and testing will be appreciated.
Very truly yours
R, A. FORSYTH, Chief
Transportation Laboratory
BY
AT Snyder ` -
TITLE ,........^
Assoc. Steel insnector/da
RESIDENT ENGINEER
:.._dent Engineer
ADDRESS t^ • 4 Cons . w
THIS INFORMATION AND CONTRACT ITEM NUMBERS
SHOULD APPEAR ON ALL ORDERS AND INVOICES
INSTRUCTIONS: Route Copies To:
SUPPLIER
RESIDENT ENGINEER
TRANSPORTATION LABORATORY FIELD OFFICE
TRANSPORTATION LABORATORY
.11.,A„ah I..,..s Pte' F*-ra :. 5p
SEP 241984
SAN MATEO
PUBLIC WORKS DEPT.
OSP
DEPARTMENT OF TRANSPORTATION
NOTICE OF MATERIALS TO BE FURNISHED
TL -608 (12-74)
TO:
DATE:
BRANCH OFFICE
PHONE NUMBER 1
9—�
7
ATTENTION:
CONTRACTOR:
ON STATE CONTRACT *
DIET ,
CO "
RTE *
P.M.
has notified this department that your firm is to furnish the following materials
This material is subject to our inspection and release before shipment is made; therefore, please notify this office
as soon as manufacture or fabrication is proposed or as soon as sampling is required. Sampling, tests and inspection
will be made in accordance with Section 6 of the Standard Specifications.
You are reminded that source inspection is random and does not relieve the Contractor of the
full responsibility of incorporating materials in the work that comply in all respects with the contract
plans and specifications, nor does it preclude the :subsequent rejection of materials found to be
unsuitable.
Material shipped without proper release shall constitute sufficient reason for rejection.
Your cooperation in notifying us by telephone as much in advance of expected action as possible, so that we
may arrange for inspection, sampling and testing will be appreciated.
Very truly yours
BY
TITLE
RESIDENT ENGINEER
ADDRESS
* THIS INFORMATION AND CONTRACT ITEM NUMBERS
SHOULD APPEAR ON ALL ORDERS AND INVOICES
INSTRUCTIONS: Route Copies To:
SUPPLIER
RESIDENT ENGINEER
TRANSPORTATION LABORATORY FIELD OFFICE
TRANSPORTATION LABORATORY
Fr" CEIVED
SEP241984
SAN MATEO
PUBLIC WORKS DEPT.
OSP
"
1
D E P A R T M E N T O F P U B L I C W O R K S
3 3 0 W E S T T W E N T I E T H A V E N U E
S 6 N M A T E O , C A L I F O R N I A . 9 4 4 0 3
T E L E P H O N E .
D I R E C T O R ( 4 1 5 ) 5 7 4 - 6 7 9 0
E N G I N E E R I N G & T R A F F I C D I V . ( 4 1 5 ) 5 7 4 - 6 7 9 0
M A I N T E N A N C E D I V I S I O N ( 4 1 5 ) 5 7 4 - 6 7 0 1
W A T E R Q U A L I T Y C O N T R O L P L A N T ( 4 1 5 ) 8 4 4 - 5 8 0 6
J u n e 5 , 1 9 8 4
A D D E N D U M N O . 1
E A S T T H I R D A V E N U E W I D E N I N G - " S E A L S L O U G H B R I D G E
T h e f o l l o w i n g c h a n g e s h a v e b e e n m a d e :
A d d e n d u m N o . 1 i s b e i n g i s s u e d t o t h e S p e c i a l P r o v i s i o n s , C o n t r a c t B o o k ,
N o t i c e I n v i t i n g S e a l e d P r o p o s a l s , C o n t r a c t a n d P l a n s f o r c o n s t r u c t i o n o f S e a l
S l o u g h B r i d g e n e a r E a s t T h i r d A v e n u e f r o m N o r f o l k S t r e e t t o M a r i n e r ' s I s l a n d
B o u l e v a r d , P r o j e c t 9 0 - 2 1 2 6 , d a t e d M a y 1 9 8 4 . B i d s f o r t h i s w o r k a r e t o b e o p e n e d
a n d r e a d i n t h e C o u n c i l C h a m b e r s , S a n M a t e o C i t y H a l l , 3 3 0 W e s t 2 0 t h A v e n u e , S a n
M a t e o o n T u e s d a y , J u n e 1 9 , 1 9 8 4 , a t 2 : 0 0 P . M .
T h i s A d d e n d u m i s b e i n g i s s u e d t o :
1 . N o t i f y b i d d e r s o f a P R E - B I D M E E T I N G o n t h e p r o j e c t t o b e h e l d o n
J u n e 1 2 , 1 9 8 4 , a t 1 0 : 0 0 A . M . i n t h e C o u n c i l C h a m b e r s , C i t y H a l l ,
3 3 0 W e s t 2 0 t h A v e n u e , S a n " M a t e o . P r o s p e c t i v e b i d d e r s a r e e n c o u r a g e d
t o a t t e n d .
2 . N o t i f y b i d d e r s t h a t u p d a t e d t o p o g r a p h i c i n f o r m a t i o n w i l l b e f u r n i s h e d
i n a l a t e r a d d e n d u m .
D u r i n g t h e e x t e n d e d c o n t r a c t r e v i e w p e r i o d o f S e a l S l o u g h B r i d g e b y
v a r i o u s g o v e r n m e n t a g e n c i e s , c o n s t r u c t i o n w a s c o m p l e t e d o n t h e e m -
b a n k m e n t s a n d s u r c h a r g e a t b o t h e n d s o f t h e b r i d g e , t h e r e b y c h a n g i n g
t h e t o p o g r a p h y o f t h e a r e a . N e w t o p o g r a p h y d a t a i s n o w b e i n g g a t h e r e d
a n d w i l l b e d i s t r i b u t e d t o b i d d e r s a s s o o n a s i t i s r e c e i v e d . T h i s
w i l l a l l o w m o r e p r e c i s e c a l c u l a t i o n o f t h e s t r u c t u r e e x c a v a t i o n a n d
b a c k f i l l q u a n t i t i e s ; t h e p r e s e n t q u a n t i t i e s w e r e b a s e d o n a p r o p o s e d
e m b a n k m e n t s e c t i o n .
3 . R e v i s e t h e m e t h o d o f p a y m e n t f o r c o n c r e t e f i l l i n g f o r C l a s s 1 5 0 p i l i n g
t o i n c l u d e t h e q u a n t i t y w i t h t h e b r i d g e s t r u c t u r a l c o n c r e t e .
T h e t h i r d a n d f o u r t h p a r a g r a p h s o f t h e s u b s e c t i o n , " S t e e l P i p e
P i l e s , " o f S e c t i o n 1 0 - 1 . 0 9 , " p i l i n g , " o f t h e s p e c i a l p r o v i s i o n s
a r e a m e n d e d t o r e a d :
C o n c r e t e f i l l i n g s h a l l c o n t a i n n o t l e s s t h a n 6 5 8 p o u n d s o f
c e m e n t p e r c u b i c y a r d . F i l l i n g s h a l l b e p l a c e d a s s p e c i f i e d
" "
A d d e n d u m N o . 1
P a g e - 2 -
i n S e c t i o n 5 1 - 1 . 0 9 , " P l a c i n g C o n c r e t e , " o f t h e S t a n d a r d S p e c i f i -
c a t i o n s a n d s h a l l b e v i b r a t e d f u l l l e n g t h .
C o n c r e t e f i l l i n g s h a l l b e m e a s u r e d a n d p a i d f o r a s s t r u c t u r a l
c o n c r e t e , b r i d g e .
E a c h b i d d e r s h a l l a c k n o w l e d g e r e c e i p t o f t h i s a d d e n d u m b y s i g n i n g o n e c o p y o f t h i s
s h e e t a n d r e t u r n i n g i t a t o n c e . T h e b i d d e r s h a l l s u b m i t a d u p l i c a t e s i g n e d c o p y
w i t h t h e b i d d o c u m e n t s .
A C K N O W L E D G M E N T
I h a v e r e c e i v e d A d d e n d u m N o . 1 t o t h e E a s t T h i r d A v e n u e W i d e n i n g - S e a l S l o u g h B r i d g e
C o n c r e t e B o o k . I h a v e r e a d a n d I u n d e r s t a n d t h e i n f o r m a t i o n s t a t e d a b o v e .
B i d d e r ' s S i g n a t u r e D a t e
N a m e o f C o m p a n y
R G B : T B : d
E n c l o s u r e ( s )
.'s
DEPARTMENT OF PUBLIC WORKS
330 WEST TWENTIETH AVENUE
SAN MATEO. CALIFORNIA, 94403
TELEPHONE:
DIRECTOR (415) 574.6790
ENGINEERING & TRAFFIC DIV. (415) 574-6790
MAINTENANCE DIVISION (415) 574-6701
WATER QUALITY CONTROL PLANT (415) 344-5806
June 15, 1984
ADDENDUM NO. 2
EAST THIRD AVENUE WIDENING - SEAL SLOUGH BRIDGE
The following changes have been made:
Addendum No. 2 is being issued to the Special Provisions, Contract Book, Notice
Inviting Sealed Proposals, Contract and Plans for construction of Seal Slough Bridge
near East Third Avenue from Norfolk Street to Mariner's Island Boulevard, Project
90-2126, dated May, 1984. Bids for this work were to be opened and read in the Council
Chambers, San Mateo City Hall, 330 West 20th Avenue, San Mateo on Tuesday, June 19,
1984, at 2:00 P.M.
This Addendum is being issued to:
1. Revise the bid opening date from Tuesday, June 19, 1984 to Tuesday, June 26,
1984. The time and place will remain the same; 2:00 P.M. in the Council
Chambers, City Hall, 330 West 20th Avenue, San Mateo.
2. Transmit the updated topographic information for the recently completed east
and west embankments and surcharge referred to in Addendum No. 1 (see
attached plan sheets).
3. Show approximate locations of the following utilities (see attached plan
sheets):
a. 24" high-pressure water supply line
b. 21" polyethylene sewer force main
c. 54" reinforced concrete pipe force main
d. 14" asbestos -cement force main
4. Show areas of work for the following adjoining contracts (see attached plan
sheets) :
a. Southwest Embankment Fill and 66" reinforced concrete storm drain
traversing the area.
b. East Embankment Fill.
c. Joinville Bicycle Path Bridge.
d. Drainage Pump Station at Detroit Drive.
"
A D D E N D U M - S e a l S l o u g h B r i d g e
P a g e - 2 -
5 . A d d p r o v i s i o n s t o i n c l u d e 2 4 " w e l d e d s t e e l w a t e r s u p p l y l i n e , 2 1 " p o l y -
e t h y l e n e s a n i t a r y s e w e r f o r c e m a i n , 1 4 " a s b e s t o s - c e m e n t s a n i t a r y s e w e r
f o r c e m a i n , a n d 5 4 " r e i n f o r c e d c o n c r e t e f o r c e m a i n t o u t i l i t i e s i n c l u d e d
i n S e c t i o n 1 0 - 1 . 0 5 , " O b s t r u c t i o n s " o f t h e s p e c i a l p r o v i s i o n s .
6 . A d d p r o v i s i o n s t o S e c t i o n 1 0 - 1 . 0 5 , " O b s t r u c t i o n s " t o i n c l u d e r a n d o m u n k n o w n
l a r g e o b j e c t s i n t h e w o r k a r e a t h a t m a y i n t e r f e r e w i t h p i l e d r i v i n g o p e r a t i o n s .
7 . A d d p r o v i s i o n s t o p r o t e c t i o n o f e p o x y - c o a t e d r e i n f o r c e m e n t t o i n c l u d e
p r o t e c t i o n d u r i n g s a n d b l a s t i n g .
8 . A d d p r o v i s i o n s t o s p e c i f y w h e r e l o n g i t u d i n a l c l o s u r e j o i n t s w i l l n o t
b e a l l o w e d .
9 . A d d p r o v i s i o n t o a l l o w s m a l l e r v o i d f o r m s o n l y i f t h e v o i d s i z e s h o w n o n
t h e p l a n s i s u n a v a i l a b l e .
C o p i e s o f r e v i s e d S h e e t s 3 a n d 4 o f t h e p l a n s a r e e n c l o s e d . R e v i s i o n s c o n s i s t
o f : U p d a t e d c o n t o u r s a t t h e a b u t m e n t a r e a s a n d l o c a t i o n o f t h e 2 4 " w e l d e d s t e e l
w a t e r l i n e . A n e w s h e e t i s e n c l o s e d f o r i n f o r m a t i o n o n l o c a t i o n o f t h e a d j o i n i n g
p r o j e c t s a n d u t i l i t i e s n o t s h o w n o n t h e p l a n s .
T h e f o l l o w i n g p a r a g r a p h s a r e a d d e d t o S e c t i o n 1 0 - 1 . 0 5 , " O b s t r u c t i o n s , " o f t h e
s p e c i a l p r o v i s i o n s :
T h e C o n t r a c t o r ' s a t t e n t i o n i s d i r e c t e d t o t h e u t i l i t i e s s h o w n o n S h e e t 1 o f
t h e a d d e n d u m . T h e s e u t i l i t i e s c o n s i s t o f a 2 4 " w e l d e d s t e e l w a t e r s u p p l y
l i n e , a 2 1 " p o l y e t h y l e n e s a n i t a r y s e w e r f o r c e m a i n , a 1 4 " a s b e s t o s - c e m e n t
s a n i t a r y s e w e r f o r c e m a i n , a n d a 5 4 " r e i n f o r c e d c o n c r e t e f o r c e m a i n . T h e C o n -
t r a c t o r i s d i r e c t e d t o e x e r c i s e d u e c a u t i o n w h e n w o r k i n g o v e r o r n e a r t h e s e
u t i l i t i e s . D a m a g e t o a n y o f t h e s e u t i l i t i e s s h a l l b e r e p a i r e d b y t h e C o n t r a c t o r
a t h i s e x p e n s e .
A t t e n t i o n i s a l s o d i r e c t e d t o t h e p o s s i b l e e x i s t e n c e o f c e r t a i n u n d e r g r o u n d
m a t e r i a l s p r e v i o u s l y p l a c e d a s f i l l o v e r t h e b a y m u d . T h e s e m a t e r i a l s m a y
c o n s i s t o f b r o k e n c o n c r e t e , b o u l d e r s , t r e e t r u n k s a n d o t h e r l a r g e a n d i n e r t
o b j e c t s . T h e s e m a t e r i a l s h a v e b e e n r a n d o m l y p l a c e d a n d t h e e x a c t l o c a t i o n
i s u n k n o w n . T h e C o n t r a c t o r s h a l l u s e a n y m e t h o d , s u b j e c t t o p r i o r a p p r o v a l
b y t h e E n g i n e e r , t o l o o s e n , p e n e t r a t e o r r e m o v e t h e m a t e r i a l s p r i o r t o
d r i v i n g p i l e s .
T h e f o l l o w i n g p a r a g r a p h i s a d d e d a f t e r t h e t w e l f t h p a r a g r a p h i n S e c t i o n
1 0 - 1 . 1 2 , " R e i n f o r c e m e n t , " o f t h e s p e c i a l p r o v i s i o n s :
D u r i n g b l a s t - c l e a n i n g o p e r a t i o n s w h e r e e x p o s e d r e i n f o r c e m e n t i s p r e s e n t ,
p r o p e r p r o t e c t i v e m e a s u r e s s h a l l b e t a k e n b y t h e C o n t r a c t o r t o p r e v e n t
d a m a g e t o t h e c o a t i n g m a t e r i a l . S u c h m e a s u r e s s h a l l b e s u b j e c t t o a p p r o v a l
b y t h e E n g i n e e r . A n y d a m a g e t h a t r e s u l t s t o t h e c o a t i n g m a t e r i a l s h a l l b e
r e p a i r e d b y t h e C o n t r a c t o r a t h i s e x p e n s e a s o u t l i n e d a b o v e .
S
ADDENDUM - Seal Slough Bridge
Page -3-
The fourth paragraph of the subsection, "Falsework," of Section 10-1.11, "Concrete
Structures," of the special provisions is amended to read:
Void forms and associated hardware used in slab construction shall be considered
as falsework and designed as such. If void forms are unavailable for the size
of void shown on the plans, the next smaller size of void form may be used,
subject to approval by the Engineer. Piles for falsework may be left in slough
provided they are cut off 2' or more below mud line.
The note accompanying the "Construction Joint Option" on Sheet 13 of theplans
is amended to read:
Exact location(s) shall be proposed by the Contractor. Joints shall be located
away from traffic wheel lines and tops of piles and shall be approved by the
Engineer.
Closure pour to be placed a minimum of two weeks after all falsework has been
removed.
Each bidder shall acknowledge receipt of this addendum by signing one copy of this
sheet and returning it at once. The bidder shall submit a duplicate signed copy
with the bid documents.
ACKNOWLEDGMENT
I have received Addendum No. 2 to the East Third Avenue Widening -Seal Slough Bridge
Contract Book. I have read and I understand the information stated above.
Bidder's Signature Date
Name of Company
RGB:TB:d
Enclosure(s)
PUBLIC WORKS eAI IMENT
From: THAD BINKLEY
Date:
To
TITLE 'init.
FYI action
pee Me
D
DIRECTOR
+
CITY ENGINEER
AP
SENIOR ENGINEER
CHIEF INSPECTOR
Aor
TRAFFIC
ADMIN. ASSISTANT
SECRETARIAL STAFF
N._
1(14.r
P
Y
FILE
TICKLE
dal 96(1141'1'61f
August 30, 1984
PHONE MEMO:
FROM: Harry McGovern - MCM
TO: D. Vandershaf
Subject: Seal Slough Piles
E. Third Avvr,x Wikri ng
Norfolk St. To '::. : Wr s Is. Blvd.
V 212. O
Se2-( dS1 3k
Harry called to inquire about what possibility exists that
the tip elevation of the 24"p piles may be changed based on
the upcoming load tests. T replied some chance does exist.
Harry is concerned, because the epoxy -coated reinforcement
takes 3 or 4 weeks time for delivery.
The elevations "50" and "60" on Sheet 10 will remain unchanged,
despite any hypothetical pile tip revisions.
D. E. Vandershaf
DEV/dc
RECEIVED
S E P 4 - 1984
SAN MATEO
PUBLIC WORKS DEPT.
EnGMEERMG
COMPUTER
CORPORATFOfl
"
S T A T E O F C A L I F O R N I A B U S I N E S S A N D T R A N S P O R T A T I O N A G E N C Y
G E O R G E D E U K M E J I A N , G o v e r n o r
D E P A R T M E N T O F T R A N S P O R T A T I O N
B O X 7 3 1 0
S A N F R A N C I S C O 9 4 1 2 0
( 4 1 5 ) 5 5 7 - 1 8 4 0
M a r c h 3 0 , 1 9 8 4
M r . R o b e r t G . B e z z a n t
D i r e c t o r o f P u b l i c W o r k s
C i t y o f S a n M a t e o
3 3 0 W . 2 0 t h A v e n u e
S a n M a t e o , C A . 9 4 4 0 3
D e a r B o b :
F i l e : 4 - S M - 0 - S M
M - D 4 4 4 ( 1 )
C o n s t r u c t S e a l S l o u g h
B r i d g e o n . E . 3 r d A v e .
i n t h e C i t y o f S a n
M a t e o .
T h i s i s t o v e r i f y m y p h o n e c a l l t o d a y r e l a y i n g C a l t r a n s f c o n c u r r e n c e
t o a d v e r t i s e t h e a b o v e l i s t e d p r o j e c t f o r c o n s t r u c t i o n b i d s . F e d e r a l
f u n d i n g h a s b e e n p r o c u r e d t o r e i m b u r s e S a n M a t e o f o r 8 6 . 2 2 % o f t h e
e l i g i b l e c o n t r a c t i t e m s o f w o r k .
A d v e r t i s i n g f o r b i d s m u s t b e f o r a p e r i o d o f a t l e a s t 2 1 d a y s w i t h t w o
i n s e r t i o n s o f t h e a d d u r i n g t h a t p e r i o d i n a n e w s p a p e r o f g e n e r a l l o c a l
c i r c u l a t i o n . P r o o f o f a d v e r t i s i n g i n c o n f o r m a n c e w i t h t h e a b o v e w i l l b e
r e q u e s t e d a f t e r b i d o p e n i n g . A d v e r t i s i n g a l s o i n c o n s t r u c t i o n a n d D B E
p u b l i c a t i o n s i s e n c o u r a g e d .
P l e a s e i n f o r m m e w h a t d a t e b i d s w i l l b e o p e n e d w h e n t h a t i s d e t e r m i n e d .
S i n c e r e l y y o u r s ,
B U R C H C . B A C H T O L D
D i s t r i c t D i r e c t o r
e s R . L a n d e r s , C a l t r a n s A r e a L i a i s o n E n g i n e e r
R E C E I V E D
A P R 1 0 1 9 8 4
S A N M A T E O
P U B L I C W O R K S D E P T .
ECO IIPUIER
CORPORRi100
July 30, 1984
Mr. Peter Boyle
City of San Mateo
Dept. of Public Works
330 W. 20th Avenue
San Mateo, CA 94403
Dear Mr. Boyle:
Enclosed please find a copy of the "SONO-LOC" literature,
This looks like an equivalent product to the corrosion collar
specified on the plans, and therefore I recommend allowing the
Contractor to use it, substituting for the "Symons" product
shown.
The method of concrete placement is- different (there is no
built-in tremie pipe), and this will require a modified
method of pouring, but is feasible.
If we can be of any further assistance, please advises
Sincerely,
Dave E. Vandershaf, SE
Sr, Structural Engineer
DEV/dc
Enc.
RECEIVED
3UL 311984
SAN �RK� DEPT.
pUBLt0 W
3217 Ramos Circle • Sacramento, CA 95827 • (916) 366-6175
" "
S O N O C O P R O D U C T S C O M P A N Y
d I d G F F , c E . _ . t i A R T ` V i _ L E ^ , G U I H R C L A 2 = - c O U
8 C 3 3 3 3 . 7 J C _ ;
J u n e 2 1 , 1 9 8 4
M r . D a v e V a n d e r S h a f
E n g i n e e r i n g C o m p u t e r C o r p o r a t i o n
3 2 1 7 R a m o s C i r c l e
S a c r a m e n t o , C A 9 5 8 2 7
D e a r M r . V a n d e r S h a f :
A s a m p l e S O N O - L O C t u b e 1 2 " l o n g x 1 8 " d i a m e t e r h a s b e e n s h i p p e d a i r
f r e i g h t t o y o u r a t t e n t i o n . T h e r i b s o n t h i s s a m p l e a r e f a c i n g o u t . T h e
f o r m s f o r t h e S e a l S l o u g h B r i d g e w o u l d h a v e t h e r i b s f a c i n g i n w a r d . N o
b a n d i n g i s r e q u i r e d w i t h t h e S O N O - L O C t u b e s , c o n s e q u e n t l y , n o v e r t i c a l
j o i n t s . C o n c r e t e g r o u t w i l l l o c k i n t o t h e r i b s m a k i n g a n i n t e g r a l
e n c a s e m e n t s y s t e m .
E n c l o s e d i s a g e n e r a l S O N O - L O C B r o c h u r e . T h e c e n t e r p h o t o w i t h t h e
c r a n e i n t h e b a c k g r o u n d i s a S O N O - L O C t u b e w i t h t h e r i b s i n b e i n g
l o w e r e d i n t o t h e w a t e r t o f o r m a n e w p i l e . T h e u n i q u e d e s i g n o f
S O N O - L O C m a k e s i t a n i d e a l p r o d u c t f o r p i l i n g e n c a s e m e n t s .
P l e a s e c a l l i f y o u h a v e a n y q u e s t i o n s .
S i n c e r e l y ,
E W H : g 4 / E
E n c l o s u r e
C C : A . E . D a v i s
l _ - ! c . .
/ " \
E d w i n W . H a e n n i
P r o d u c t M a n a g e r
G e n e r a l P r o d u c t s D i v i s i o n
R E C E I V E D
J U L 3 1 1 9 8 4
S A N M A T E D
P U B L I C W O R K S . D E P T .
Builtio Handle To
Unique PVC Construction
Sono-Loc tubing is uniquely constructed by ex-
truding rigid polyvinyl chloride (PVC) into a profile
with a ribbed configuration. The extruded profile is
then spirally wound into tubes with seams fastened
both mechanically and with adhesive.
The snap -lock mechanical joint allows the produc-
tion of continuous, high-performance Sono-Loc tubes.
The joint design incorporates a primary male/female
lock plus a secondary lock which snaps under the adja-
cent main structure rib.
The Sono-Loc concept and process is covered
under U.S.A. Patent Nos. 4209043 and 4337564. Nu-
merous foreign patents also have been issued.
High Strength And Chemical
Resistance
This remarkable construction gives lightweight
Sono-Loc plastic tubing an unusually high strength -
to -weight ratio. It is easy to handle and strong enough
S» w Lrk lnlx tci,rtiug.
STRONG "I -BEAM- RIBS
h Jobs.
to stand up to construction -site conditions.
The Sono-Loc tubes are impervious to water and
highly resistant to acids and soil chemicals.
Manufacturing Flexibility
Five different standard rib configurations permit
the construction of Sono-Loc tubes to your require-
ments for strength and stiffness. Special profile configu-
rations also can be engineered to meet specific needs.
Tubes may be spirally wound in diameters from 4
to 72 inches, and lengths up to 40 feet.
Limitless Applications
The superior strength, durability and perfor-
mance of Sono-Loc tube products meet a wider range of
applications than conventional plastic tubes.
Their economy and ease of handling on the jobsite
make them ideal for a virtually limitless variety of
uses— from concrete forms to mine ventilation ducting.
Jobsite winding of Sono-Loc is a practical solution for
certain applications.
,,.,,.,,....- 1110')
SnoLocPIastic Tubing,Products Ex
SECONDARY LOCK
Column Forms
Sono-Loc tube products make easy -to -handle con-
crete column forms that are lightweight, easily stripped
and impervious to moisture. If desired, Sono-Loc forms
can be rolled «-ith ribs facing inward to permanently
lock to the concrete, thereby producing a plastic -
sheathed concrete column.
Concrete Voids
Sono-Loc tubes help produce excellent prestressed
concrete bridge members or slabs because they are im-
pervious to water and chemicals and are inert within the
concrete.
Meter Boxes, Vaults And
Sumps
Sono-Loc tubes can be produced in diameters up
to six feet. They can be cut to specific lengths with
rolled or capped ends to provide a special finish and
additional strength.
Ducts Or Flumes
Sono-Loc tubes are perfect for ventilation or ex-
traction ducting. They are also suitable for flumes to
transport aggressive effluents and slurries.
Piling Encasements
Sono-Loc.tubes can be slipped over a pile; or
around a pile by using the split form. The split form is
a Sono-Loc tube with inward -facing ribs with a longitu-
dinal joint. Extruded locking members are bonded to
the cut edges. This permits the form to be sprung
around the piling and the edges snap -Locked together.
The inner form is then banded or enveloped with a
second reusable outer banding Sono-Loc form.
Other Applications
Versatile Sono-Loc tubes can be made to your
specific dimensional and strength requirements for
such diverse applications as caissons, pontoons, well
screens, filters, containers, pipe protection, drains or
whatever your imagination creates. Sonoco also pro-
duces a wide range of ac essories to make up the Sono-
Loc systems.
Exhalrsi clad
Large diameters
Piling encasement
(;olllnva folnn
Designed FosEconomyAnal Versatility.
F. t
Five Different Profile
Configurations
Sono-Loc tubes are formed by spirally winding an
extruded PVC ribbed profile. "I'he ribs perform as built-
in I -beams that circumferentially strengthen the tube,
T
- ►I c I�—
producing an unrivaled strength -to -weight ratio.
The profiles are produced in five different
standard configurations, each recommended for par-
ticular tube sizes and applications. as suggested in the
accompanying chart.
W
Tough Material
Sono-Loc tube products are constructed from rigid
polyvinyl chloride (PVC), generally in accordance with
ASTM D1784, Cell classification 12344.
The PVC. material is a pleasant off-white color.
Great Deflection -To -Weight
Ratio
Sono-Loc tubes resist deformation from com-
pressive loading. The actual compressive strength of a
given tube depends upon its diameter and the design
of its ribbed profile. Maximum rated values of deflec-
tion resistance for various sizes and profile styles are
plotted in the accompanying chart.
Note: For trouble -free performance of Sono-Loc
tubes in buried applications, proper backfill procedures
must be observed.
Suggested Applications)
Tube Sizes
Profile
Design
Code
Dimensions'
H T W C l.
Profile
Weight
Per Ft.
For disposable concrete column
forms up to 24 -inch diameter
201.105
.225
.030
4.4
.140
.500
.157
Also for lightweight concrete
voids and ventilation ducts.
201-124
.300
.030
5.8
.220
.470
.210
For pile encasements concrete
forms and left -in -place column
forms. Usually wound with
inward -facing ribs and slightly
fluted outer surface.
201-77
.480
.050
6.4
.260
.500
.362
For meter boxes and concrete
column forms up to 36 -inch diem-
eter. Also for duds and flumes
201-58
.320
.040
5.8
.220
.440
.265
For large-diometer concrete
column forms from 3b to 72. 201-67
inch diameters. Also for tanks,
duds and flumes.
.450
.055
6.5
.280.
.500
.467
'Dimensions con be varied ± 10% in manufacturing to meet requirements for
specific applications.
To calculate weight per foot of finished tube
Profile Weight per foot x n x tube I.D. in inches
W (Profile Width)
e.g. If profile 201-58 is used to make 18" I.D. tube
.265. 3.1416 x 18
— 2.58 pounds per foot of finished tube
5.8
All dimensions ore in inches. Subject to change without notice.
Pipe Stiffness is expressed as F , which equals 5% deflection per inch of diameter, per pound persquare inch (psi) of force per ASTM D2412.
AY
Sonoco.TI First Name IsSpiraI Tubes
Offers A Wide Variety Of Products.
Sono-Loc tubing is another example of Sonoco's
, ice: growing capabil-
ities in plastic prod-
ucts for the con-
struction field.
Today, Sonoco
operates more
than 75 plants
from coast to coast,
1 and has affiliates
and subsidiaries in the United States and 18 foreign
countries.
For further details and technical information on
Sono-Loc tubing products, call or write Sonoco
Products Company, Sono-Loc Operations, Hartsville,
SC 29550. (803) 383-7000.
Sono-Loc tubing is manufactured by Sonoco
Products Company, an innovator in the development of
quality, cost-effective products of paper, plastics, metal,
wood and composites for variety of industries.
More than 80 years
old, Sonoco is a Fortune
500 firm with decades of
experience in the con-
struction industry.
Among our inno-
vative construction prod-
ucts are Sonotube" and
Sonovoid R fibre concrete column forms and voids, plus
pre-engineered metal buildings.
TI/u itninatu.'n in tins lirnc/zure is accuratetothetestof,„u snore/edge and belief but is intended as a general guide only.Applieatiom
sru gested fnr the matc,ials are de:477'1)0d „nlr t., help the reader make his mot evaluation and decision.
SONOCO PRODUCTS COMPANY
Sono-LocOperations—l-Iartsville, SC 29550 (803) 383-7000
"
C M
C O N S T R U C T I O N , I N C .
G e n e r a l E n g i n e e r i n g C o n t r a c t o r s " ( 9 1 6 ) 3 3 4 - 1 2 2 1
P . O . B o x 6 2 0 " 6 4 1 3 3 2 n d S t r e e t " N o r t h H i g h l a n d s , C A 9 5 6 6 0
A u g u s t 1 3 , 1 9 8 4
C i t y o f S a n M a t e o
D e p a r t m e n t o f P u b l i c W o r k s
3 3 0 W e s t 2 0 t h A v e n u e
S a n M a t e o , C a . 9 4 4 0 3
R e :
A t t n : P e t e r B o y l e , R . E .
G e n t l e m e n :
P r o j e c t # 0 9 - 9 0 - 2 1 2 6
S e a l S l o u g h B r i d g e
S a f e t y , M B E , E E O O f f i c e r s
W e h e r e b y i n f o r m y o u o f t h e f o l l o w i n g p e r s o n s a n d t h e i r v a r i o u s
r e s p o n s i b i l i t i e s i n c o n n e c t i o n w i t h t h e a b o v e r e f e r e n c e d p r o j e c t :
J i m C a r t e r - O w n e r / C o n s t r u c t i o n S u p e r v i s o r
R i c h a r d M y e r s - O w n e r / S u p e r i n t e n d e n t / S a f e t y R e p r e s e n t a t i v e
H a r r y M c G o v e r n - G e n e r a l M a n a g e r / M B E O f f i c e r / E E O O f f i c e r
D o n P o l l o c k - C h i e f E n g i n e e r / S a f e t y C o o r d i n a t o r
E n c l o s e d h e r e w i t h a r e c o p i e s o f o u r A f f i r m a t i v e A c t i o n P l a n a n d o u r
S a f e t y P r o g r a m .
V e r y t r u l y y o u r s ,
M C M C O U I O , I N C .
H . D . M c o v e
G e n e r a l M a n a g e r
e n c l .
A N E Q U A L O P P O R T U N I T Y E M P L O Y E R " S T A T E C O N T R A C T O R S L I C . N O . 2 8 6 4 3 0
CONSTRUCTION, INC.
General Engineering Contractors • (916) 334-1221
P.O. Box 620 • 6413 32nd Street • North Highlands, CA 95660
AFFIRMATIVE ACTION PROGRAM
Period: January 1, 1984 -• December 31, 1984
MCM Construction Co.
MCM Construction, Inc.
Herein after called MCM
AN EQUAL OPPORTUNITY EMPLOYER • STATE CONTRACTORS LIC. NO. 286430
"
O N S T R U r T I O N , I N C .
G e n e r a l E n g i n e e r i n g C o n t r a c t o r s w ( 9 1 6 ) 3 3 4 - 1 2 2 1
P . O . B o x 6 2 0 6 4 1 3 3 2 n d S t r e e t � N o r t h H i g h l a n d s , C A 9 5 6 6 0
I N T R O D U C T I O N
M C M i s c o m m i t t e d t o E q u a l E m p l o y m e n t O p p o r t u n i t i e s f o r a l l p e o p l e , i n c l u d i n g
q u a l i f i e d h a n d i c a p p e d p e r s o n s , a n d h a s i n i t i a t e d p r o g r a m s t o e n s u r e t h a t r e -
c r u i t m e n t , e m p l o y m e n t , t r a i n i n g a n d p r o m o t i o n w o u l d b e b a s e d o n q u a l i f i c a t i o n s
w i t h o u t r e g a r d t o r a c e , r e l i g i o n , c r e e d , c o l o r , s e x , a g e o r n a t i o n a l o r i g i n :
T o s e e k e m p l o y e e s o f t h e h i g h e s t q u a l i t y ;
T o s e l e c t t h e s e e m p l o y e e s o n t h e b a s i s o f a b i l i t y , e x p e r i e n c e ,
t r a i n i n g , i n t e l l i g e n c e , c h a r a c t e r a n d p h y s i c a l f i t n e s s ;
T o m a k e a v a i l a b l e t o e m p l o y e e s o p p o r t u n i t i e s f o r t r a i n i n g ,
d e v e l o p m e n t , a n d a d v a n c e m e n t c o n s i s t e n t w i t h i n d i v i d u a l
a b i l i t y , p e r f o r m a n c e a n d t h e r e q u i r e m e n t s o f , t h e c o m p a n y ;
T o p r o m o t e e m p l o y e e s o n t h e b a s i s o f m e r i t , b u t w h e n a l l
f a c t o r s a r e e q u a l , t o g i v e p r e f e r e n c e t o l o n g e r s e r v i c e .
T o m a k e p r o m o t i o n s f r o m w i t h i n t h e o r g a n i z a t i o n w h e n e v e r
p o s s i b l e ;
T o d e v e l o p c o m p e t e n t m a n a g e r s w h o u n d e r s t a n d t h e w o r k o f t h e
C o m p a n y a n d w h o c a n m e e t w i t h o p e n - m i n d e d n e s s s u g g e s t i o n s a n d
i m p r o v e m e n t s b r o u g h t u p b y t h e i r f e l l o w e m p l o y e e s ;
T o p r o v i d e a n a t m o s p h e r e f o r t h e d e v e l o p m e n t o f i n d i v i d u a l
r e s p o n s i b i l i t y a n d a s e n s e o f p a r t i c i p a t i o n i n t h e s u c c e s s
o f t h e o r g a n i z a t i o n ;
T o r e s p e c t t h e i n d i v i d u a l r i g h t s o f e a c h e m p l o y e e a n d t o
t r e a t a l l e m p l o y e e s w i t h c o u r t e s y , d i g n i t y , a n d c o n s i d e r a t i o n .
T h i s a f f i r m a t i v e A c t i o n P r o g r a m r e a f f i r m s t h e C o r p o r a t e p o l i c y , a n a l y z e s o u r
p r e s e n t w o r k f o r c e p o s t u r e a n d o u r e m p l o y m e n t p r a c t i c e s a n d e s t a b l i s h e d g o a l s
a n d o b j e c t i v e s f o r c o n t i n u e d i m p r o v e m e n t o f o u r e q u a l e m p l o y m e n t o p p o r t u n i t y
c o m m i t t m e n t s .
A l l m a n a g e m e n t a n d s u p e r v i s o r y p e r s o n n e l a r e e x p e c t e d t o t a k e . a i r m a t i v e a c t i o n
t o e n s u r e t h a t w e a t t a i n t h e g o a l s t h a t w e s e t f o r o u r s e l v e s i t i n e t i m e -
t a b l e s e s t a b l i s h e d . ' e a
C a r t e r
e s i d e n t
D a t e : J a n u a r y 3 9 8 4
A N . E Q U A L O P P O R T U N I T Y E M P L O Y E R " S T A T E C O N T R A C T O R S L I C . N O . 2 8 6 4 3 0
"
C O N S T R U C T I O N , I N C .
G e n e r a l E n g i n e e r i n g C o n t r a c t o r s " ( 9 1 6 ) 3 3 4 - 1 2 2 1
P . Q . B o x 6 2 0 " 6 4 1 3 3 2 n d S t r e e t " N o r t h H i g h l a n d s , C A 9 5 6 6 0
I . R E A F F I R M A T I O N O F T H E E E O P O L I C Y
T h i s p r o g r a m r e a f f i r m s t h a t p o l i c y a n d p r a c t i c e s o f M C M t o p r o v i d e e q u a l
e m p l o y m e n t o p p o r t u n i t y o f e m p l o y i n g t h e b e s t q u a l i f i e d p e r s o n s f o r e a c h j o b .
E q u a l e m p l o y m e n t o p p o r t u n i t y . w i l l b e a f f o r d e d t o q u a l i f i e d h a n d i c a p p e d p e r s o n s .
I n o r d e r t o e l i m i n a t e a n d a v o i d d i s c r i m i n a t i o n a g a i n s t a n y e m p l o y e e o r a p p l i c a n t '
f o r . e m . p l o y m e n t b e c a u s e o f r a c e , c o l o r , r e l i g i o n . , s e x o r n a t i o n a l o r i g i n , M C M s h a l l :
1 . R e c r u i t , a d v e r t i s e , h i r e , t r a n s f e r , a n d p r o m o t e
c l a s s i f i c a t i o n s w i t h o u t r e g a r d t o r a c e , c o l o r ,
r e l i g i o n , a g e , m a l e o r f e m a l e o r n a t i o n a l o r i g i n .
2 , B a s e d e c i s i o n s o n e m p l o y m e n t s o a s t o f u r t h e r t h e
p r i n c i p l e o f e q u a l e m p l o y m e n t o p p o r t u n i t y .
3 . E n s u r e t h a t . p r o m o t i o n d e c i s i o n s a r e i n a c c o r d w i t h
p r i n c i p l e s o f e q u a l e m p l o y m e n t b y i m p o s i n g o n l y
v a l i d r e q u i r e m e n t s f o r p r o m o t i o n a l o p p o r t u n i t i e s .
4 . E n s u r e t h a t a l l o t h e r p e r s o n n e l a c t i o n s s u c h a s
c o m p e n s a t i o n s , b e n e f i t s , t r a n s f e r s , l a y o f f s ,
r e t u r n f r o m l a y o f f , w i l l b e a d m i n i s t e r e d w i t h o u t
r e g a r d t o r a c e , c o l o r , r e l i g i o n , a g e , m a l e o r
f e m a l e o r n a t i o n a l o r i g i n ,
T h i s G u i d e i s M C M p o l i c y a n d i s i s s u e d b y t h e P r e s i d e n t o f M C M .
I f a n y e m p l o y e e h a s a n y s u g g e s t i o n s , p r o b l e m s , o r c o m p l a i n t s i n r e g a r d t o e q u a l
e m p l o y m e n t , h e " s h o u l d f e e l f r e e t o c o n t a c t t h e E q u a l E m p l o y m e n t O p p o r t u n i t y
C o o r d i n a t o r . H a r r y 1 ) , M c G o v e r n i s t h e E q u a l E m p l o y m e n t C o o r d i n a t o r a n d c a n b e
r e a c h e d b y w r i t i n g t o P o s t O f f i c e B o x 6 2 0 , N o r t h H i g h l a n d F , C a . 9 5 6 6 0 7
B y :
P r e s i d e n t
D a t e : J a n u a r y 1 9 8 4
e r
A N E Q U A L O P P O R T U N I T Y E M P L O Y E R " S T A T E C O N T R A C T O R S L I C . N O . 2 8 6 4 3 0
!. •
II. DISSEMINATION OF THE POLICY AND AAP GOALS
In order to assure a continued adherence to the provisions of the Company
policy on Equal Employment Opportunity, the following procedures are followed:
A. INTERNAL DISSEMINATION
Our corporate policy of equal employment opportunity is -communicated
to MGM employees through notices and posters,
2. Each Superintendent is responsible for communicating Corporate policy
to his employees.
3. Our policy is also communicated through posted copies of the O.F.C.C.
Equal Opportunity posters, and during pre -employment interviews.
4. In addition, the MCM policy providing for equal employment opportunity,
will be posted at the point of receipt of application for employment,
in a conspicuous place where interviews are accomplished, and on the
jobsi.te locations.
5. There is no facility newsletter or paper at present, but communications
will be included in.other internal publications which may be created.
6. Once each year each employee will be given a copy of -the Policy.
7. Where practicable each new employee will. be given a copy of the Policy
during orientation.
B. EXTERNAL DISSEMINATION
1. All recruiting sources will be informed in writing of this establishment's
official policy on Equal Employment Opportunity at the beginning of each
new- contract.
2. No purchase order, lease, contract, etc., covered by or subject to
Executive Order No. 11246, as amended, or its implementing rules and
regulations, shall be signed, issued or negotiated unless the appropriate
Equal Opportunity Clause is contained therein. Certificates of EEO
Compliance forms will be sent to appropriate suppliers and/or -vendors.
3. All advertisements for job applicants will contain a statement clearly
indicating that MCM recruits on. the basis of qualifications and without
regard to race, color, creed, religion, age, male or female or national
origin. Any recruitment services which may hereafter be used will -be
advised of the Company's policy of equal employment opportunity.
4. Each Labor Union or representative of workers with which we have a
collective bargaining agreement will be notified of our consuittments
under Executive Order #1I246 and post copies as necessary..
5. Prospective employees will be informed of the existence of MCAT EEO
Policy and Affirmative Action Program. The representatives 'cif-the
Company will make available such elements of the program as will enable
interested prospective employees to know of and avail themselves of
the Company's EEO benefits.
"
I I I . R E S P O N S I B I L I T I E S F O R I M P L E M E N T A T I O N O F C O N T R A C T O R S
A F F I R M A T I V E A C T I O N P R O G R A M
T h e E E O C o o r d i n a t o r w i l l b e r e s p o n s i b l e f o r t h e i d e n t i f i c a t i o n o f p r o b l e m a r e a s
a n d t h e m a i n t e n a n c e o f t e c h n i c a l c o m p l i a n c e . T h e E E O C o o r d i n a t o r w i l l p a r t i c i p a t e
i n a l l d e c i s i o n s r e g a r d i n g r e c r u i t m e n t a n d u p g r a d i n g o f m i n o r i t i e s a n d f e m a l e s
i n t h e o f f i c i a l ' s , m a n a g e r ' s , a n d p r o f e s s i o n a l s ' c a t e g o r i e s . ' H e w i l l w o r k t o
c o r r e c t a l l d e f i c i e n c i e s i n o r g a n i z a t i o n a l u n i t s a n d t o i m p r o v e t h e u t i l i z a t i o n
o f m i n o r i t y g r o u p a n d f e m a l e e m p l o y e e s .
T h e E E O C o o r d i n a t o r w i l l b e r e p o n s i b l e f o r i m p l e m e n t i n g t h e A f f i r m a t i v e A c t i o n
P r o g r a m b y w o r k i n g w i t h a l l s u p e r v i s o r s a n d a g e n c i e s . S p e c i f i c m e t h o d s o f
i m p l e m e n t i n g w i l l b e r e q u i r e d .
I n a d d i t i o n . t o t h e a b o v e , t h e E E C ? C o o r d i n a t o r w i l l :
1 . D e v e l o p a n a c c e p t a b l e , w r i t t e n A f f i r m a t i v e A c t i o n P r o g r a m a n n u a l l y .
2 . D e s i g n , c o m p i l e a n d a u d i t t h e q u a r t e r l y r e p o r t i n g s y s t e m t h a t
m e a s u r e s t h e e f f e c t i v e n e s s o f t h e p r o g r a m .
A . D e t e r m i n e t h e d e g r e e s t o w h i c h g o a l s a r e b e i n g r e a c h e d
e a c h q u a r t e r .
B . D e f i n e a n d r e c o m m e n d n e c e s s a r y r e m e d i a l a c t i o n s
C . C o m m u n i c a t e t h o s e r e c o m m e n d a t i o n s t o a p p r o p r i a t e m a n a g e m e n t .
3 . H e l p s o l v e E E O p r o b l e m s a s t h e y o c c u r .
4 . S e r v e a s l i a i s o n t o e n f o r c e m e n t a g e n c i e s , m i n o r i t y a n d w o m e n ' s
o r g a n i z a t i o n s a n d c o m m u n i t y a c t i o n g r o u p s .
5 . K e e p m a n a g e m e n t c o n t i n u o u s l y i n f o r m e d . o f l a t e s t d e v e l o p m e n t s i n
t h e e q u a l o p p o r t u n i t y f i e l d .
6 . W o r k w i t h l o c a l m i n o r i t y a n d . w o m e n ' s o r g a n i z a t i o n s a n d c o m m u n i t y
a c t i o n g r o u p s .
7 . A u d i t h i r i n g a n d p r o m o t i o n p a t t e r n s q u a r t e r l y , t o r e m o v e a n y
i m p e d i m e n t s t o t h e a t t a i n m e n t o f g o a l s .
8 . D i s c u s s E q u a l E m p l o y m e n t O p p o r t u n i t y p o l i c y . w i t h m a n a g e r s , s u p e r v i s o r s
a n d e m p l o y e e s q u a r t e r l y t o b e c e r t a i n i t s p r i n c i p l e s a r e b e i n g
c a r r i e d o u t
9 . R e v i e w t h e q u a l i f i c a t i o n s o f e m p l o y e e s q u a r t e r l y , t o e n s u r e t h a t
m i n o r i t i e s a n d w o m e n a r e g i v e n f u l l o p p o r t u n i t i e s f o r t r a n s f e r s
a n d p r o m o t i o n .
1 0 . E n s u r e b y q u a r t e r l y a u d i t s :
A . P r o p e r d i s p l a y o f F e d e r a l E E O N o t i c e a n d P o l i c y .
B . T h e d e s e g r e g a t i o n o f a l l f a c i l i t i e s ( e x c e p t t o i l e t
f a c i l i t i e s b y s e x ) , b o t h i n p o l i c y a n d u s e .
1 . , . E n s u r e t h a t s u p e r v i s o r s u n d e r s t a n d t h a t t h e i r w o r k p e r f o r m a n c e
i s b e i n g e v a l u a t e d o n t h e b a s i s o f t h e i r e q u a l e m p l o y m e n t
o p p o r t u n i t y e f f o r t s , a s w e l l a s o t h e r c r i t e r i a .
1 2 . C o m p i l e a n d d i s t r i b u t e r e p o r t s a s r e q u i r e d .
CONTENTS
1. Body Protection
2. Excavation Areas
3. Portable Ladder -- General
4. Portable Ladder - Job -made
5. Scaffolding and Walkways - General
6. Wall Scaffolding -Heavy Duty
7. Portable Electric/Air Tools
8. High Pressure Cylinders
9. Cranes
10. Falsework Timber
11 . Safety Meeting
12. Injury Reporting
13. First Aid Facilities
14. Enforcement of Safety Programs
15. Miscellaneous
Safety Program
MCM Construction
January 1984
I,
• •
MCM CONSTRUCTION INC,:
SAFETY POLICY AND PROGRAM
The instructions in this manual are to be strictly adhered to by all
personnel of MCM Construction, Inc. These instructions are a supplement to
accident prevention and are considered basic minimum•requirements for employ-
ment for all employees of the Corporation. Should there be a conflict with
these instructions on Federal,.State or Local ordinances, the Federal, State
and Local ordinance shall prevail.
It is the desire of this Corporation that each employee will be
thoroughly knowledgeable in basic everyday safe practices.
1. Body Protection
1.1 Hard hats shall be worn by everyone. These hats shall be furnished
by MCM or by the employee if he desires. Bump hats will not be
allowed. Each employee shall properly maintain his hat.
1.2 Hard soled workboots, ankle length, will be required by each
employee. Worn soles will not be tolerated.
1.3 Loose or frayed clothing shall not be worn.
1.4 Red jackets or vests will be furnished by MCM to all employees
working adjacent to•public traffic. Do not attempt to work
next to traffic unless so attired.
1.5 Eye goggles will be furnished by MCM to all employees where wood
chips, dust, flying dirt, fresh concrete or concrete grinding
particles would endanger the eyes.
1,6 Rubber boots and gloves will be furnished by MCM to all employees
who are required to handle fresh concrete,
1.7 Shirts will be worn at all times.
1.8 Safety belts and lanyards will be furnished by MCM and are to be
properly used. Any defective equipment is to be reported immediately.
No employee is to use this type of equipment unless properly instructed,
1.9 All tools that are required to be furnished by the employee as a
condition of employment will be properly maintained. Defective or
worn tools will not be used or tolerated,
1.10 All tools and safety devices that are furnished by MCM are expected
to be properly used and any defective equipment is to be reported
immediately.
1.11 All tools and safety devices furnished by MCM are to remain on the
job site either in the foreman's pickup or in the job tool trailer with
the exception of hard hats. These may be retained in the employee's
possession at all times.
2. Excavation Areas
2,1 No one will be allowed in any trench excavation over five (5) feet
deep without shoring or sloped back as required by Federal, State,
or Local ordinances. If in doubt, do not enter.
" - "
2 . E x c a v a t i o n a r e a s c o n t .
2 . 2 A l l t r e n c h e s a n d o p e n c u t s s h a l l b e b a r r i c a d e d o r f e n c e d i f o v e r
t w e n t y ( 2 0 ) f e e t d e e p . B a r r i c a d e s o r f e n c i n g w i l l n o t b e r e q u i r e d
i f t r e n c h o r o p e n c u t a r e s l o p e d b a c k f l a t t e r t h a n , - t o 1 .
2 . 3 L a d d e r s a r e r e q u i r e d i n t r e n c h e s o v e r f o u r ( 4 ) f e e t d e e p a n d a r e t o
e x t e n d f r o m t h e f l o o r o f t h e e x c a v a t i o n t o a t l e a s t t h r e e ( 3 ) f e e t
a b o v e t h e t o p o f t h e e x c a v a t i o n , a n d s h a l l b e p r o v i d e d a n d s o l o -
c a t e d a s t o p r o v i d e m e a n s o f e x i t w i t h o u t m o r e t h a n t w e n t y - f i v e ( 2 5 )
f e e t o f l a t e r a l t r a v e l .
2 , 4 A l l l o o s e m a t e r i a l , d i r t , l u m b e r , e q u i p m e n t , e t c . . , w i l l b e s t o r e d a t
l e a s t t w o ( 2 ) f e e t o r m o r e f r o m t h e e d g e o f t h e e x c a v a t i o n ,
3 . P o r t a b l e L a d d e r - G e n e r a l
3 . 1 N o l a d d e r i s t o b e u s e d w i t h b r o k e n o r s p l i t r u n g s o r s i d e r a i l s .
3 . 2 A r e a s a r o u n d t h e t o p a n d b o t t o m o f l a d d e r s s h a l l b e k e p t c l e a r .
3 . 3 L a d d e r s s h a l l b e i n c l i n e d s u c h t h a t t h e h o r i z o n t a l d i s t a n c e f r o m
t h e t o p s u p p o r t t o t h e b a s e w i l l n o t b e g r e a t e r t h a n o n e - f o u r t h
t h e v e r t i c a l d i s t a n c e b e t w e e n t h e s e s u p p o r t s .
3 . 4 L a d d e r s i n u s e s h a l l b e t i e d , b l o c k e d , o r o t h e r w i s e s e c u r e d t o p r e -
v e n t t h e i r b e i n g d i s p l a c e d .
3 , 5 S i d e r a i l s s h a l l e x t e n d n o t l e s s t h a n t h i r t y - s i x ( 3 6 ) i n c h e s a b o v e
t h e l a n d i n g . W h e n t h i s i s n o t p r a c t i c a l , g r a b r a i l s , w h i c h p r o v i d e
a s e c u r e g r i p , s h a l l b e i n s t a l l e d .
3 . 6 L a d d e r s t h a t w i l l r e m a i n a t o n e l o c a t i o n f o r s e v e r a l h o u r s s h a l l
h a v e u p p e r a n d l o w e r l a n d i n g s w i t h a w i d t h o f t w e n t y ( 2 . 0 ) i n c h e s
o r m o r e a n d a n a r e a o f a t l e a s t f o u r ( 4 ) s q u a r e f e e t
3 . 7 M e t a l l a d d e r s s h a l l n o t b e u s e d w i t h i n f o u r ( 4 ) f e e t o f e l e c t r i c a l
a p p a r a t u s , w i r i n g o r o t h e r l i v e e l e c t r i c a l . e q u i p m e n t .
4 . P o r t a b l e l a d d e r j o b - m a d e
4 . 1 I f a l a d d e r i s t o p r o v i d e t h e o n l y m e a n s o f a c c e s s o r e x i t f r o m a
w o r k i n g a r e a f o r t w e n t y - f i v e ( 2 5 ) o r m o r e e m p l o y e e s , o r s i m u l t a n e o u s
t w o - w a y t r a f f i c i s e x p e c t e d , a d o u b l e c l e a t e d l a d d e r ( o r t w o l a d d e r s )
s h a l l b e i n s t a l l e d .
4 . 2 D o u b l e c l e a t l a d d e r s s h a l l n o t e x c e e d t h i r t y ( 3 0 ) f e e t i n l e n g t h .
4 , 3 S i n g l e c l e a t l a d d e r s s h a l l n o t e x c e e d t h i r t y ( 3 0 Y f e e t i n l e n g t h
b e t w e e n s u p p o r t s ( b a s e a n d t o p l a n d i n g s ) .
4 . 4 T h e w i d t h b e t w e e n s i d e r a i l s o f s i n g l e c l e a t l a d d e r s a t t h e b o t t o m
s h a l l b e a t l e a s t s i x t e e n ( 1 6 ) i n c h e s f o r h e i g h t s u p t o 1 2 f t . , e i g h t e e n ( 1 8 )
i n c h e s f o r h e i g h t s a b o v e 1 2 f t . a n d u p t o 1 8 f t . a n d n i n e t e e n ( 1 9 ) i n c h e s
f o r h e i g h t s a b o v e 1 8 f t . a n d u p t o 2 6 f t .
4 . 5 T h e w i d t h b e t w e e n r a i l s s h a l l b e p a r a l l e l o r n a r r o w e r a t t h e t o p b y
n o t m o r e - t h a n o n e - q u a r t e r o f a n i n c h f o r e a c h r u n g ,
4 , 6 I f s i d e r a i l s a r e t o b e s p l i c e d , t h e s p l i c e s h a l l d e v e l o p t h e f u l l
s t r e n g t h o f a c o n t i n u o u s s i d e r a i l o f t h e s a m e l e n g t h .
4 , r T w o ( 2 ) i n c h b y f o u r ( 4 ) i n c h l u m b e r s h a l l b e u s e d f o r s i d e r a i l s
o f c l e a t l a d d e r s u p t o t w e n t y ( 2 0 ) f e e t l o n g . T w o ( 2 ) i n c h b y s i x . ( 6 )
i n c h l u m b e r s h a l l b e u s e d f o r c l e a t l a d d e r s f r o m t w e n t y ( 2 0 ) t o
t w e n t y s i x ( 2 6 ) f e e t i n l e n g t h .
4. Portable. Ladder job -made cont.
4.8 Longer ladders shall have side rails of proportionately larger
dimensions.
4.9 Side rails and wood cleats shall be constructed with Douglas Fir
only, free of knots in the narrow face. Knots in the wide face
shall not exceed 14 inch and be at least ; inch from edge.
4.10 Wood cleats shall have the following minimum dimensions:
Up to and including 19" wide - %" thick by 3z" wide
4.11 Filler blocks shall be used on the rails between each cleat.. The
Cleats shall be nailed to each rail with three 10d common nails
(double head nails are not to be used).
4.112 Always; face the ladder while climbing and grasp the side rails, not
the cleats.
5. Scaffolding and walkways general
5.1 Guard rails shall be installed on all open sides and ends of platforms
more than .71/2 feet above ground,
5.2 Guard rails shall be two (2) by four (4) inches or equivalent, forty-
two (42) to forty-five (45) inches high with a mid rail of one (1)
by six (6) inch lumber or equivalent. (do not use double head nails).
5.3 Scaffolding planks shall be two (2) by ten (10) construction grade,
minimum two (2) wide and supported every eight (8) feet maximum. All
planks shall overlap a minimum of twelve (12) inches or be secured
from movement (do not use double head nails).
5.4 Tae boards shall be provided on. all open sides and ends of railed
scaffolds at locations where persons are required to work or pass
under the scaffold and at all interior floor, roof and shaft openings,
Toe boards shall be solid and extend not less than 31r2 inches high above
the top platform and the bottom clearance shall not exceed 14 inch.
6. Wall Scaffolding -• heavy dui
6.1 Uprights four (4) by four (4) inch minimum at seven (7) foot centers
with 4 foot clear width. Ledgers two 1 X 6 inch (either side of 4x4)
or one 2 x 6. Ribbon, one 1 x 6 inch or 2 x 4 inch. Diagonal bracing
shall be 2 x 4 inch. Planking shall be 2 x 10 inch, placed solid,
6.2 Handrails & midrails shall be constructed as specified above under
"Scaffolding and walkways - general.."
7. Portable electric/air tools
7.1 All electric tools must be grounded.
7.2 Workers shall not tamper or handle any electrical equipment, machinery,
air or water lines in a manner not within the scope of his duties, unless
he has received instruction from his Foreman, and then only if it is
Safe.
7.3 Do NOT block the air control valve while equipment is in operation.
7.4 Keep safety ties on all air hose connections where required.
7.5 Always bleed the air tools before you disconnect them.
7. Portable electric/air tools cont.
7.6 Do not lift or lower electrical tools or air tools from the cord or
the hose.
7.7 Do NOT leave electrical cords or air hoses lying around,
7.8 Report any broken electrical cords or air hoses to your Foreman.
8. Acetylene -Oxygen cylinders
8.1 Empty cylinders shall not be left lying around on the job.
8.2 Storage racks will be provided in the yard.areas.
9. Heavy Equipment Operation -.Cranes
9.1 Only the person assigned to operate or move a certain rig will be
allowed to ride. No other riders,
9.2 Do NOT ride hoists, cranes, or any other lifting device.
9.3 Only the authorized operator may move or operate any lifting equipment.
9.4 Hard hats must be worn by all operators.
9.5 Be sure NO ONE is below before operating any equipment near the tops
of cuts, bank and cliffs.
TO ALL BRIDGE SUPERINTENDENTS
10. All falsework timber shall be checked before use for the following
conditions;
10.1 Any broken timber shall be trimmed back to good sound timber area.
10.2 Any timber that is cross checked, other than longitudinally, shall be
cut up into four (4) foot long corbel blocks.
10.3 Any timber that is badly scarred to a depth of two (2) inch or
greater shall be cut up into four (4) foot long corbel blocks.
10.4 Any timber that is rottedshall be disposed of.
10.5 Temporary bracing will be installed as each falsework bent is erected.
10.6 Permanent bracing will be installed as soon as practical. (detailed
bracing will be shown on the falsework plans and no deviations shall
be allowed.) If a conflict occurs, the Engineer shall be notified
immediately.
11. Safety Meeting
11. 1 Foreman will hold a safety meeting at least once every ten (10) days.
11.2 Superintendents and foremen will hold meetings once per month.
12. Injury Reporting
12.1 All injuries will be reported to your Foreman, Safety Officer or the
office IMMEDIATELY so that arrangements can be made for medical treat-
ment or first aid treatment,
13. First Aid Facilities
13.1 An -adequate supply of first aid materials is to be kept readily avail-
able for employees on every job. Information shall also be readily
available as to the doctor and/or ambulance service to be called in
an emergency.
" - "
1 4 . E n f o r c e m e n t o f S a f e t y P r o g r a m
1 4 . 1 V i o l a t i o n o f s a f e t y r u l e s . - c o m p a n y , F e d e r a l o r S t a t e - w i l l n o t b e
t o l e r a t e d , V i o l a t i o n s o f t h e s e r u l e s c o u l d r e s u l t i n A u t o m a t i c
d i s m i s s a l .
1 5 . M i s c e l l a n e o u s
1 5 . 1 H o r s e p l a y o r a n y a c t s w h i c h t e n d t o h a v e a n a d v e r s e i n f l u e n c e o n t h e
s a f e t y a n d w e l l - b e i n g , o f t h e e m p l o y e e a r e p r o h i b i t e d .
1 5 . 2 i n t o x i c a t i n g l i q u o r ; A n y o n e k n o w n t o b e u n d e r t h e i n f l u e n c e o f
a l c o h o l w i l l n o t b e p e r m i t t e d o n t h e j o b a n d w i l l b e s u b j e c t t o
d i s m i s s a l . .
1 5 . 3 L i q u o r w i l l n o t b e p e r m i t t e d o n j o b s i t e s .
" "
F O R E M A N ' S R E S P O N S I B I L I T I E S
1 . S e t a n e x a m p l e t h a t r e f l e c t s c o r r e c t l y t h e i n t e n t o f o u r
s a f e t y p r o g r a m .
2 . E d u c a t e e m p l o y e e o n h o w t o a v o i d c r e a t i n g h a z a r d o u s s i t u a t i o n s .
3 . I m p a r t t o e a c h e m p l o y e e t h e u n d e r s t a n d i n g t h a t v i o l a t i o n o f
e s t a b l i s h e d s a f e t y r u l e s w i l l n o t b e t o l e r a t e d .
4 . E n f o r c e p r o p e r u s e o f s a f e t y d e v i c e s a n d p e r s o n a l e q u i p m e n t a s
r e q u i r e d u n d e r C A L / O S H A a n d F e d e r a l r e g u l a t i o n .
5 . T a k e p r o m p t c o r r e c t i v e a c t i o n w h e n e v e r u n s a f e c o n d i t i o n s o r
u n s a f e a c t s a r e r e p o r t e d .
6 . I n v e s t i g a t e a n d d e t e r - m i n e t h e c a u s e o f a l l a c c i d e n t s o r o c c u -
p a t i o n a l h e a l t h e x p o s u r e s a n d d o c u m e n t .
7 . S e e t h a t a l l i n j u r i e s a r e r e p o r t e d p r o m p t l y a n d f u l l y .
8 . I n s t i l l a s a f e t y a w a r e n e s s i n e a c h e m p l o y e e t h r o u g h p e r s o n a l
s a f e t y c o n t a c t a n d b y g r o u p s a f e t y e d u c a t i o n ,
9 . C o n d u c t r e g u l a r s a f e t y s u r v e y s o f t h e j o b s i t e .
1 0 . G i v e f u l l s u p p o r t t o t h e c o m p a n y s a f e t y p o l i c i e s .
A l t h o u g h t o p m a n a g e m e n t h a s m a j o r r e s p o n s i b i l i t y f o r e s t a b l i s h i n g d e f i n i t e
s a f e t y p o l i c i e s , p r o c e d u r e s a n d s a f e w o r k i n g c o n d i t i o n s ; ; m o s t o f w h a t i s
p l a n n e d a n d e s t a b l i s h e d m u s t r e a c h t h e e m p l o y e e o n . t h e j o b b y w a y o f t h e
j o b f o r e m a n , t h e p e r s o n i n f r e q u e n t a n d c l o s e a s s o c i a t i o n w i t h e m p l o y e e .
" "
R E S P O N S I B I L I T I E S O F E M P L O Y E E S
A l l e m p l o y e e s a r e r e q u i r e d t o :
1 . C o m p l y w i t h a l l F e d e r a l a n d S t a t e s a f e t y r e q u i r e m e n t s .
2 . C o o p e r a t e f u l l y w i t h M . C . M . s a f e t y p r o g r a m .
3 . T a k e p r o p e r c a r e o f c o m p a n y e q u i p m e n t a n d i m m e d i a t e l y
r e p o r t u n s a f e o r d e f e c t i v e e q u i p m e n t t o y o u r f o r e m a n .
4 . F o l l o w s a f e w o r k h a b i t s a n d p r o c e d u r e s a s w e l l a s s e t
a g o o d e x a m p l e f o r y o u r f e l l o w w o r k e r s .
5 . R e p o r t A L L i n j u r i e s a s s o o n a s p o s s i b l e t o t h e f o r e m a n
o r s u p e r i n t e n d e n t a n d o b t a i n M e d i c a l s e r v i c e o r d e r
t e a r o u t s l i p b e f o r e r e p o r t i n g t o t h e d o c t o r t o i n s u r e
p r o m p t m e d i c a l a t t e n t i o n .
V I O L A T I O N S W I L L N O T B E T O L E R A T E D
RESPONSIBILITIES OF THE SUPERINTENDENT
1. Will be responsible for enforcing the M.C.M. safety polity at
jobsite.
1.1 Conduct regular safety meeting and document same.
1.2 Ascertain that accident reporting is prompt and thorough.
1.3 Conduct regular safety inspection on the job.
2. Has the ultimate responsibility for jobsite safety, even though
certain facets of the safety program may be delegated to the foreman.
3. Will handle safety problems that might arise involving subcontractors.
3.1 Enforce safety orders relative to the job.
3.2 Coordinate the safety program with subcontractors and their
personnel.
4. Under CAL/OSHA the General Contractor is responsible for unsafe
conditions caused by the subcontractor, especially if such
conditions could possibly involve any other persons on jobsite.
MC
CONSTRUCTION, INC.
General Engineering Contractors • (916) 334-1221
P.O. Box 620 • 6413 32nd Street • North Highlands, CA 95660
August 13, 1984
City of San Mateo
Department of Public Works
330 West 20th Avenue
San Mateo, Ca. 94403
Re:. Project #09-90-2126
Seal Slough Bridge
Superintendent Appointment
Attn: Peter Boyle, R.E.
Gentlemen:
In accordance with Section 5-1.06 of the Standard Specifications, we
hereby inform you that the Project Superintendent will be Richard Myers.
All Contract Change Orders and daily extra work reports are to be
signed by either Harry McGovern or Jim Carter of MCM Construction, Inc.
Very truly yours,
MCM CO ,UC ON,
H. . McGover
General Manager
AN EQUAL OPPORTUNITY EMPLOYER • STATE CONTRACTORS LIC. NO. 286430
C
CONSTRUCTION, INC.
General Engineering Contractors • (916) 334-1221
P,O. Box 620 • 6413 32nd Street • North Highlands, CA 95660
August 13, 1984
City of San Mateo
Department of Public Works
330 West 20th Avenue
San Mateo, Ca. 94403
Re: Project #09-90-2126
Seal Slough Bridge
Requested Changes
Attn: Peter Boyle, R.E.
Gentlemen:
As per our several discussions over the past few weeks, we hereby request
that the following be allowed:
1) Drive #1 quality higher strength used steel pipe piles.
2) Provide Sono-Loc Pile corrosion collars.
3) As necessary, provide a clean gravel access fill into the
slough within the shadow of the new bridge. Said fill to
be completely removed after it is no longer required.
We'll appreciate your cooperation.
Very truly yours,
MCM ONST'UCT N, INC.
H. %.' - •ver
General Manager
AN EQUAL OPPORTUNITY EMPLOYER • STATE CONTRACTORS LbC, NO. 286430
c
CONSTRUCTION, INC.
General Engineering Contractors • (916) 334-1221
P.O. Box 620 • 6413 32nd Street • North Highlands, CA 95660
August 13, 1984
City of San Mateo
Department of Public Works
330 West 20th Avenue
San Mateo, Ca. 94403
Re: Project #09-90-2126
Seal Slough Bridge
Water Pollution Control Plan
Attn: Peter Boyle, R.E.
Gentlemen:
In accordance with Section 7-1.01L of the Standard Specifications, we hereby
describe our water pollution control plan as follows:
1) Complete all excavations and backfilling operations as soon as is
practically possible so as to minimize the exposure to erosion.
2) Use clean material for any access pad into the slough.
3) Continuously check all equipment for oil or fuel leaks and keep all
work areas free from any deleterious matter that could enter the
slough.
4) Construct earthen dikes as necessary to prevent the excavation areas
from eroding.
Your finding this plan acceptable will be appreciated.
Very truly yours,
MCM CONST CTII , IN
H.
cGove
General Manager
AN EQUAL OPPORTUNITY EMPLOYER • STATE CONTRACTORS LIC. NO. 286430
c
CONSTRUCTION, INC.
General Engineering Contractors • (916) 334-1221
P.O. Box 620 • 6413 32nd Street • North Highlands, CA 95660
August 13, 1984
City of San Mateo
Department of Public Works
330 West 20th Avenue
San Mateo, Ca. 94403
Re: Project #09-90-2126
Seal Slough Bridge
Begin Work Notice
Attn: Peter Boyle, R.E.
Gentlemen:
In accordance with Section 8-1.03 of the Standard Specifications, we hereby
give notice of our intent to begin work on the above referenced project on
August 27, 1984.
Please inform all interested parties.
Your cooperation is appreciated.
Very truly yours,
MCM CS'S_:U ION,
H. McGover
General Manager
AN EQUAL OPPORTUNITY EMPLOYER • STATE CONTRACTORS LIC, NO. 286430
C
CONSTRUCTION , INC .
General Engineering Contractors • (916) 334-1221
P.O. Box 620 • 6413 32nd Street • North Highlands, CA 95660
August 13, 1984
City of San Mateo
Department of Public Works
330 West 20th Avenue
San Mateo, Ca. 94403
Re:
Attn: Peter Boyle, R.E.
Gentlemen:
Project #09-90-2126
Seal Slough Bridge
Excavation Plan
Where possible, excavations will be sloped @ 3:1 or flatter in accordance
with DIS Specifications. Where excavations can't be sloped, a shoring
plan will be designed by a Registered Engineer.
Enclosed herewith is a copy of our annual excavation permit.
Very truly yours,
MCM •;ST'UCT N INC.
General Manager
encl.
AN EQUAL OPPORTUNITY EMPLOYER • STATE CONTRACTORS LIC. NO. 286430
iTAS'I OF CALIFORNIA
DEP.ARTMETS7 OF INDUSTRIAL RFC Tis)P S
O V8S ON OF OCCUPAHONA4, SAFETY AND HEALTH
IE P T
N -- 0501806
Permit rssaaed To
f;`rrsert Employer's Name, Address and Tslepho 6, No.) No.
MCM CONSTRUCTION. INC.
P. O. Box 620
North Highlands. CA 95660
(916) 334.1221
Type of Permit
EXCAVATION — ANNUAL 1984.
Date December 291 1983
Region 2 — Northern
District ' — Sacramento
TeL (916) 920-6123
Pursuant to Labor Code Sections 6500 and 6502, this Permit is issued to the above -named
employer for the projects described below.
Stale Cornrar-tors License Number Perorif *did 9hrcu;.,0
286430 December 31, 1984
Description of Frtyeet
Location Acidre t
Oty aced County
AnMdpascd Doha
Excavations and trenches over
5 feet in depth.
EMPUMER TO NOTIFY DIVISION PRIOR
TO C(i E CING EACH PROJECT.
(IN WRITING)
Various
Various
1-1-84
12-31-84
This Permit is issued upon the following conditions:
1. That the work is performed by the same employer. If his is an annual permit the appropriate
District Office shall be notified, in writing, of dales and location of job site prior to
commencement.
2. That employer will comply with all occupational safely and health standards or orders ap-
plicable to the above projects, and any other lawful orders of the Division.
3. That if any unforeseen condition causes deviation from the plans or stortements contained in
the Permit Application Form the employer will notify the Division immediately.
4. Any variation from the specification and assertions of the Permit Application Form or violation
of safety orders may be cause to revoke the permit.
5. This permit shall be posted cat or near each place of employment as provided in 8 CAC 341.4.
iReceived iron,
iJ Cush
rack
94174.0,1r, OVKONAL-43411/N4
ACt(1f 1Phen C TY---01.IA Y
S-12-0 ftlev. ?.8i)
Rec.rv>Sd Ry
!! G. Johnson. I
$ 50.00 12-28-3]
Investigated by
.„ siEdetr erg.. D.
3=�pprrca�rerl 122$ 8.3
IMON COP'x—LM-Ori!
83123-501 i-ei 1 .4 JA()CAr.+®T OW`
f
c
CONSTRUCTION, INC.
General Engineering Contractors • (916) 334-1221
P.O. Box 620 • 6413 32nd Street • North Highlands, CA 95660
August 13, 1984
City of San Mateo
Department of Public Works
330 West 20th Avenue
San Mateo, Ca. 94403
Re:
Attn: Peter Boyle, R.E.
Gentlemen:
Project #09-90-2126
Seal Slough Bridge
Equipment List
Enclosed herewith is a list of MCM Equipment that may be used on this
project.
Very truly yours,
General Manager
encl.
AN EQUAL OPPORTUNITY EMPLOYER • STATE CONTRACTORS LIC. NO. 286430
"
w
"
_ _ A l 1 9 7 3 t T o n P i c k u p
t i ^ 6 ' � i A 2 1 ' r u
; " . b 6 . 9 ' ! A 9 D
A 4 1 9 7 7 % T o n P i c k u p
A 5 1 9 8 1
A 6 1 9 8 1
A 7 1 9 8 2 t
A 8 1 9 8 2 t
= ' ���� " � k 9 4 9 ' 3 4
A 1 0
A 1 1
A l 2
T o n
T o n
T o n
T o n
P i c k u p
P i c k u p
P i c k u p ( 4 W D )
P i c k u p
. T e a r P i c k e r r - - - - ��- -
1 9 8 2 t T o n P i c k u p
1 9 8 2 % T o n
1 9 8 3 t T o n
A 1 3 1 9 8 3
A 1 6 1 9 7 5
A 1 7 1 9 7 6
A 1 8 1 9 7 6
A 1 9
A 2 0
1 9 7 7
1 9 7 7
A 2 3 1 9 7 8
A 2 5 1 9 7 9
A 2 6 1 9 7 9
" A 2 7 1 ; ' 7 9
A 2 8 1 9 7 9
A 2 9 1 9 7 9
A 3 0 1 9 8 0
A 3 1 1 9 8 0
A
T o n
T o n
T o n
T o n
T o n
T o n
T o n
T o n
T o n
T o n
1 2 6 3 1 N F 2 5 Y R R 0 5 5 5 3
1 1 r 9 0 5 1 �� F 2 5 R 6 3 i 1 C 8 S O L - D
_ ` 1 t t 9 4 S o E . , 1 ' 8 4 1 .
P i c k u p
P i c k u p
P i c k u p
P i c k u p ( 4 W D )
P i c k u p ( 4 W D )
P i c k u p ( A r r o w )
P i c k u p ( A r r o w )
P i c k u p
P i c k u p - ( 4 W D )
P i c k u p ( A r r o w )
P i c k u p
P i c k u p
C o u r i e r
C o u r i e r
1 T o n P i c k
C o u r i e r
A 3 2 1 9 7 9 , R a n c h e r o
A 3 4 1 9 8 0 C o u r i e r
p
A 3 5 1 9 8 0 % ; T o n P i c k u p
A 3 6 1 9 8 4 J e e p W a g o n e e r ( 4 W D )
A 3 7 1 9 8 4
A 3 8 1 9 8 4
A 3 9 1 9 8 4
A 4 0 1 9 8 4
A 4 1 1 9 8 4
A 4 J 1 9 8 4
A 4 3 1 9 8 4
A 4 4 1 9 8 4
_ . . _ A 4 5 1 9 8 4
T o n P i c k u p
1 T o n P i c k u p
t T o n P i c k u p ( 4 W D )
T o n P i c k u p
1 T o n P i c k u p
3 T o n P i c k u p
L T D
T o n P i c k u p
T o n P i c k u p
1 , 2 ( 4 1 3
1 Y 7 1 5 4 4
1 2 6 1 8 8 7
1 2 6 1 9 1 1
2 C 0 3 7 2 9
0 8 3 5 7 1 ' t
2 C 0 4 3 7 6
2 E 3 9 5 1 9
2 E 3 9 4 9 0
2 E 3 9 3 2 5
1 8 1 5 9 5 7
1 8 9 1 3 5 2
1 B 9 1 3 5 3
1 F 4 9 3 0 8
1 F 4 9 3 0 7
1 L 7 3 2 7 7
2 J 6 9 4 5 5
1 P 7 9 1 6 3
1 S 2 3 9 1 8
1 8 3 1 1 0 6
1 T 5 9 4 7 3
1 U 9 6 9 5 2
1 ' 5 0 7 0 8
1 Y 6 5 5 5 1
1 W 5 0 7 7 2
1 W 5 0 7 7 1
1 G Z K 2 1 5
2 G 6 3 2 8 4
2 0 0 1 2 1 1
2 G 4 9 4 1 5
2 3 7 1 0 1 5
2 3 6 9 8 0 9
2 3 6 9 6 3 2
1 J 1 1 6 4 4
F 2 5 J R Y 4 4 4 0 7
1 F T E F 2 5 G 2 B R A 2 5 8 8 8
1 F T E F 2 5 G 1 B R A . 1 5 2 8 6
1 F T E F 2 6 G 6 C R A 0 1 3 9 7
1 F T H F 2 6 2 5 C R A 1 3 5 5 5
. , P t e - - - - S o L T 7 - - 3 4
1 F T H F 2 5 Z 3 C R A 1 5 6 3 1
1 F T H F 2 5 2 4 C R A 0 8 9 9 4
1 F T H F 2 5 L 6 D R A O 6 1 3 0
1 F T H F 2 5 L 2 D R A 1 0 5 8 0
F 2 6 Y R X 0 Z 1 8 5
F 2 6 Y R C 2 8 8 5 6
F 2 5 J R C 2 8 8 5 9
F 2 5 S R Y 0 9 4 0 2
F 2 5 S R Y 0 9 4 0 0
F 2 6 S R C D 0 4 5 5
F 2 5 H R D E . 5 5 0 1
F 2 5 S R E A 4 8 4 7
F 1 5 G R . F A 3 S 1 0
S G T B W E 9 9 5 1 0
S G T C W S 2 6 7 7 6
F 1 O E R H D 2 7 3 9
S G T B X R 8 5 8 2 1
9 H 4 8 H 1 5 6 2 6 6
S G T B X R 9 2 . 5 0 3
F 2 5 G R G J 0 2 3 0
1 J C N J 1 5 N X E T 0 1 5 8 9 6
1 F T E F 2 S Y 1 E P A 0 8 S 9 0
1 F T H F 3 5 1 7 E P * 3 1 1 2 1
1 F T H F 2 6 1 1 E P A 3 1 1 0 7
2 F T H F 2 S 1 1 C A 8 5 9 2 9
1 F T U F 3 5 1 2 E P A 7 7 8 6 1
1 F H F 2 5 1 O E P F i 2 6 0 4 7
2 F A H . p 4 2 F 6 E X 1 8 3 2 7 1
1 F T H F 2 5 1 6 E P 1 3 5 0 4 1 7
1 F T H F 2 5 1 8 E P 8 5 0 4 1 8
B1 1973 11/2 Ton Flatbed/Dump, Ford
B3 1969 11 Ton Flatbed/Dump, Ford
B5 1956 Water Truck, Chevy (1800 gal)
87 1951 Water Truck, Mac (3500 gal)
B8 1978 Mechanic Truck, Ford
B9 1973 Truck, Freightliner
B10 1979 2 Ton Flatbed/Dump, Ford
B11 1975 2 Ton Flatbed, International
B12 1979 HTC-14, Linkbelt
B13 1972 Truck, Freightliner
B14 1978 Water Truck, Ford (4000 gal)
B16 1965 TC-1083, Linkbelt
B17 1965 HC -1083, Linkbelt
B18 1974 Forklift, Clark
319 1974 Forklift, Clark
B20 1978 2 Ton Flatbed/Dump, Ford
B21 1978 2 Ton Flatbed/Dump, Ford
B22 1980 2 Ton Flatbed/Dump, Ford
B23 1945 Forklift, Clark
824 Loader, Massey Fergeson
325
826
827
B28
329
330
B31
332
333
B34
B35
336
337
B38
B39
B40
1341
B42
B43
344
4,4)u 'yt
1346
H3 Hyd., Ford -Bucyrus -Erie
Forklift, Lion (15,000#)
LS -338 100T Crane, Linkbelt
Fork, Lion (15,0000)
D8 Tractor, Caterpillar
Forklift, Clark (20,000#)
Backhoe, Case (580C)
1978 TU206 Plane, Cessna
Forklift, Allis Chalmers (15,0000)
Forklift, Clark (20,000#)
Burro.Badger, Excavator
1983 Truck, Kenworth
1983 Truck, Kenworth
Tractor; D-3 Caterpillar
1984 Mechanic Truck, Ford
Loader, 950 Caterpillar
Loader A64 Ford
1973 Hc218B Linkbelt.
D6C Tractor, Caterpillar
Motor Grader #16, Caterpillar
847
348
au i Tr.ael., 1:".
988 Caterpillar with forks
988 Caterpillar Loader
1969 Peterbuilt Hyd, Dump Flatrack
62538P F61DVk41216
2G50700 F61DRF59168
SE108860 FTHA3317
8E140553 LJ2D4314
1L73275 F37JRAJ7834
15561R CA213HL076405
1P78846 F6ICVDC0497
51209Z 10662EHA33511
461XPN 38D91110
221503 CA7s13HL059528
SE 163537 U81QVCC7975
NBM933 9L0T2891
849TWT 9LGH2845
S/N HY1625 -212855.
S/N Y1625-116-2316
2065310 N70FVCH0092
1L92629 N70FVC06623
2F81487 N70HYHA7987
S/N Y150-39KK8
S/N 9A92587
332DLN U808UD27782
S/N 772;0
S/N 2104-2743
S/N 78346
S/N 11825
S/N fffl625293060
S/N 5413212
S/N U20604394
5/N AEH114594
8/N CWIY.1.60-BD-52-752
2G63157 165815
2F80493 1X1.KKCD29XDJ353423
2F80494 1XKKD29XXDJ353424
S/N 21Y506
2063451 1FDKF37LOE1'A31106
S/N 21.12817
S/N C474837
1J_1V744 S/N 18HA401
S/N 9081502
S/N 49090
S/N
S/N
X34177 X/N
8.7A 2014
87A1468
32352
Sol --t 5':
C3 Generator, Tate (6KW)
C5 Generator, Tate (6KW)
C6 Cutoff Saw, Dewalt (7 BHP)
C7 Generator, Homelite (3KW)
C9 Finisher, Bidwell (Model B--201)
C10 ;Arc Welder, , Lincoln (225) -
C11 Generator, Homelite (5KW)
C13 Generator, Delco (30KW)
C15 Tripod -Level, 1RS Automatic
C18 Generator, Homelite (3KW)
C19 Generators Homelite (3KW)
C20 Bidwell lusters (3 each)
C22 Generator, Homelite (3KW)
C23 Generator, Homelite (3KW)
C24 Generator, Homelite (3KW)
C25 Generator, Homelite (3KW)
C26 Generator, Homelite (3KW)
C27 Transit -Tripod, Schneider
C28 Transit -Tripod, Schneider
C29 Trash Pump; Homelite (3")
C30 Pipe Cutting Machine
C31 Cotton Trailer, John Deere
C32 Arc Welder, Lincoln (225)
C34 Generator, Homelite (3KW)
C35 Generator, Oswald (131/2KW)
Llac crir 200)-
C37 Generator, Oswald (13 -KW)
C38 Generator, Homelite (3KW)
C41 Steel Band Saw, Wilton
C42 Ground Pounder
A19996NK
A13888LF
66071018
2463299
71514
A930617
01341448
3365
59144
82120103
1759018
82120108
32100129
80230042
80230041
80230016
525202
.525200
2955877
476211120
260874980
10781737
SE151673
SE103889
C44 Generator, Montgomery Ward(10KW)
C45 Arc Welder, Lincoln (200)
C47 Ground Pounder, Wacker (150Y)
C50 Ground Pounder, Wacker (220Y)
C52 Ground Pounder, Wacker (220Y)
C53 Ground. Pounder, Wacker (220Y)
4216
10577040
109797
1650375
MW2290
A988005
23340342
413901570
413901455
413901405
C5.5 Ground Pounder, Wacker (220Y) 413901644
C56 Generator, Homelite (3KW) 10577040
C58 'Light Tower, Coleman
C61 Pump, Gorman -Rupp (4")
C64 Sequential Arrow Trailer
C65 Sequential Arrow Trailer
C&7 Compressor, Ingersoll (185CFM)
C68 Compressor, Ingersoll (185CFM)
C69 Generator, Homelite (5KW)
C70 Generator, Homelite (5KW)
L796
140072
CAL156403
CAL134137
113851V80932
114054V80932
00121347
92600873
C73 R , tfcL
C72 Cutoff Saw, Dewalt (SHP) 79440085
C73
C74
C76
C77
C78
C80
C81
C82
C83
C84
Generator,
Generator,
Compressor,
Trash Pump,
Compressor,
Generator,
Generator,
Sequential
Sequential
Sequential
Coleman (10KW)
Coleman (10KW)
Sullair (185CFM)
Homelite (3")
Ingersoll (185CFM)
Holcomb (10KW)
Holcomb (1 `2.. 5KW)
Arrow Trailer
Arrow Trailer
Arrow Trailer
A71 120A.E
SE 1-63572
SE163483
SE 15044 7
SE151324
A78728AK
SA73015AK
521358T
92846339
122203V81957
88438-1
88438-2
TC159510105C1041217
TC159510107C1041218
TC0062033
so i-. T 7
814
C85 Cutoff Saw, Delta C03078
086 Stripping Bracket
087 Trash Pump, Homelite (11/2") 20960032
088 Trash Pump, Homelite (2")
089 Trash Pump, Homelite (2")
090 Diaphram Pump (3") 10362152
C92 Submersible Pump, Flygt (4") 62102
C93 Compressor, Ingersoll (185CFM) 130573082957
)Q11-8'1 . C. ,....r....A I r € 1-��I3 L- eerie ,._..... -..,..-74.74 � .. - .M 5 o L iJ
095 Compressor, Ingersoll (185CFM) 132872083957
C96 Arc Welder, Lincoln SA200 A73Z180
C97 Trash Pump, Holcomb (4") F3205
099 Trash Pump, Holcomb (4") F3255
C100 Trash Pump, Holcomb (4") F3226
0102 1lyd. Jack Pump F3311
C103 Trash Pump, Holcomb (6") 677566
0104 Lite Tower, Holcomb
0 105 Trash Pump, Holcomb (4")
II21855DJ
F3254
0106 Generator, Holcomb(12KW) F3216A
0107 Generator, Holcomb (12KW) F3216B
0108 Generator, Holcomb (10KW) F2996B
C109 Generator, Holcomb (10KW) F2996A
0110 Air Comp., Ingersol Rand (185) 133822083957
0111 Lincoln Arc Welder A564831
0112 Generator, Holcomb (12KW) F377 1A
0113 Generator, Holcomb (12KW) F3371B
C114 Generator, Holcomb (12KW) F33710
C115 Air Comp., Ingersol Rand -(185) 133807083957
0116 BS, Wacker (100Y) 502401034
0117 BS, Wacker (100Y) 502401221
0118
0119
Delmag, Wacker
Delmag, Wacker
2166
2163
0120 Delmag, Pile Hammer (D-15) 273
C121 Delmaq, Pile Haver. (D-30) 367
0122 ;alters Steam Cleaner 10424
0123 Manl.ift, 6066 Condor 3162
C124 Arc Welder, Lincoln SA250(Diesel) 1020865
0125 Evinrude 9.9 Motor 0336109
0126 Sequential Arrow Trailer 1S9S.10107E1041026
C127 Sequent:ia.l. Arrow Trailer 1 S9S 10109E1041027
C 128 Stone Mortor Mixer 104024
C 129 Generator, Tate (high cycle) 60933
C130 Generator, E\CO (90 kw) 75TH2106
C131
C132
Arc Welder, Lincoln SAE300
Sequential Arrow Trailer
619650
1S9S10106E1041034
C133 Air .Comp,, Ingersol Rand (185) 139376--V84-957
0134 Sequential Arrow Trailer 2781
0135 Delmag, Diesel Wacker 2616
-�� 0136 Delmag, Diesel Wacker 2617
C137 Delmag, Diesel Wacker 2538
C138 Air Compressor, Ingersol Rand(185)"S/N 135763
D1 1966 Office Trailer, Cascade
D2 1953 Tool Trailer, Fruehauf
D3 1957 Tool Trailer, Brown
D4 1962 Office, Mobile Liner
D6 1959 Office Trailer, Montclair
D7 1968 Tool Trailer, Strick
D8 1968 Tool Trailer, Strick
D10 1971 Highbed Trailer, Motac
D11 1959 Tool Trailer, Reliance
D12_ 1974 Highbed Trailer, Brown
D13 1964 Poledolly, Reliance
D14 1969 Highway Highbed Trailer
D15 Service Trailer, T & N
D16 1969 Tool Trailer, Dorsey
D17 1966 Utility Trailer
D1S 1978.Trailmobile (40' Flat)
D19 1979 Office Trailer, Tellus
D20 1979 Office Trailer, Tellus
D21 1978 Storage Container, International
D22 Storage Container, Wheelco
123
1969 Highway (40' Flat)
D24 1974 Trailrroble (40' Flat),
D25 1984 Cozad Lowbed Trailer
D26 Highbed Trailer, Dorsey (40' flat)
VP6522
VX1510
WF7194
XN3163
XN3185
UP 1494
TE2076
NW4273
XW4725
XW4723
XX 3030
C1030X11H53780
FW85562
579490
ML351062631
M35SJAS 100
98614
98680
7M130311
59415
5737812
2D64PLDY
6L925578
CA316657
80700
E13975
TF1229
C2209820
C2205820
299674
265795
6L925348
L20092
1C9A42206E1167086
59760
)
.44
hit
It[
d
-11
I � �
4.
L
r-
09
/�, y +^ rye V* 4
r
4.
•d