HomeMy Public PortalAboutIsabelle Street Bounded by 29th Avenue to 30th Avenue Storm DrainDecember 29, 1979
Department of Transportation
P. O. Box 3366 Rincon Annex
San Francisco, California 94119
Attention: Mr. W. A. Gohl,
City & County Liaison Engineer
Re: Isabelle & 30th Avenue Storm Drain
Gentlemen:
Enclosed is the Right -of -Way Certification for the above -referenced
project.
Very truly yours,
ROBERT G. BEZZANT
DIRECTOR OF PUBLIC WORKS
ELMER J. SCHAAL
ASSOCIATE ENGINEER
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enclosure
A.
CITY OF SAN MATEO
12-14-79 04124-955051
Date Identification Number
RIGHT-OF-WAY CERTIFICATION SOS -000S( )
Federal Program
Department of Transportation
P. O. Box 3366, Rincon Annex
San Francisco, CA 94119
Attention: W. A. Gohl
Isabelle & 30th Ave. Storm Drain
Street, Road, or Project Name
Isabelle & 30th Ave. & Isabelle & 29th Ave.
Job Limits
Right-of-way acquisition was not required for the construction of
this project since all work is being done as set forth below:
1. STATUS OF RIGHT-OF-WAY ACQUISITION
All Construction is within existing Right -of -Way.
All right-of-way was acquired prior to July 1, 1972.
2. STATUS OF AFFECTED RAILROAD FACILITIES - None
3. DESIGNATED MATERIAL SITES - None
4. DESIGNATED DISPOSAL AREAS - None
5. STATUS OF UTILITY RELOCATIONS- Cal. Water& P G & E have been notified in
writing to relocate said utilities.
6. SCHEDULE FOR REMOVAL OF OBSTRUCTIONS - Said utilities will be relocated during con-
struction and will not interfere with City
7. UNAUTHORIZED ENCROACHMENTS- None contractors.
None
p
J
8. COMPLIANCE WITH FEDERAL AND STATE REQUIREMENTS REGARDING
THE ACQUISITION OF REAL PROPERTY
The acquisition of right-of-way was not required.
9. COMPLIANCE WITH RELOCATION ADVISORY ASSISTANCE AND
PAYMENTS PROVISIONS OF FEDERAL AND STATE LAW
The project did not require the displacement.of any
persons or business.
I HEREBY CERTIFY the right-of-way on this project as conforming to
Statement No. (1 ) of Paragraph 5c of FHPM 6-4-2-1.
CITY OF SAN MATED
A6ENEf
By
Robert G. Be ant ir. of P Iic Works
Z t
Date i} %�
agieeering
Department
Coordination
Sheet
Engr. Dept.
Originator
it.
Mr
Deft
P.
Sall
G
T. R. Lammers, District Director
ortment of Transportation
. Box 3366 Rincon Annex
Francisco, California 94102
Attention. Mr. Jim Landers,
City -County Liaison
Dear Mr. Lammers:
October 4, 1979
Re: Isa�bellt ands th Avenue Storm Drain
an'd Intersection C%roding
Enclosed for your review ore four copies of the plans and specifications for the above -
mentioned project. The corrections suggested in your letter of June 5, 1979 have been
made.
If you have any questions or further suggestions, please contact Elizabeth Belshaw at
574-6790.
Very truly yours,
ROBERT G. BEZZANT
DIRECTOR OF PUBLIC WORKS
ELIZABETH BEISHAW
JUNIOR ENGINEER
State of California
Business and Transportation Agency
Memorandum
JIM LANDERS
To
Program Management
ATTN: Bob Gomez
From : DEPARTMENT OF TRANSPORTATION
H. T. D. Fong -Hyd.
Subject:
Dote:
File :
June 14, 1979
04-SM-32
04124 - 955051
Isabelle in SM
SR 245
This is the review and comments of the proposed drainage
system at Isabelle and 30th Streets in San Mateo that you
requested by inter -branch route slip on 5/15/79.
We have no objections to this plan since it will improve
the surface drainage, but it appears that the system
will be marginal. The amount of runoff requires that
the rroposed pipe flc.: under such pressure that backflow
water would be part of the gutter flow in order to meet
the 10 -year storm criteria stated in the City of San
'Mateo Master Drainage Plan of 1966 and the City and County
Project Manual, `gotten F-5.04.
H. T. D. FONG
Hydraulics Project Engineer
HTDF:ot
cc: TJW-HTDF
STATE OF CALIFORNIA --BUSINESS AND TRANS. ATION AGENCY
EDMUND G. BROWN 1R., Governor
DEPARTMENT OF TRANSPORTATION
P.O. BOX 3366 RINCON ANNEX
SAN FRANCISCO 94119
(415) 557.1840
June 5, 197)
Mr. Robert G. Bezzant
Director of Public Works
City of San Mateo
330 West 20th Avenue
San Mateo, CA 94403
Dear Mr. Bezzant:
Although there are no Safer Off -System Federal -Aid Highway funds
available at this time to pursue off system safety projects, I have
nevertheless reviewed your draft plans, specifications and estimate
for your 30th and Isabelle Avenues submittal, should new funds be
appropriated by Congress in the near future.
Following are Caltrans' comments for suggested corrections to this
draft PS&E:
1) Use current Section 5-3 Area Affirmative Action Plan - Enclosed.
2) Use current Section 5 Federal Minimum Wages - Enclosed.
3) Use current Section 6 Federal Requirements (FR -1 through FR -14) -
Enclosed.
4) Recommend using at least $20.00 per foot for item of removal and
replacement of PCC curb and gutter and round up quantity to 50
lineal feet. Curb and gutter should be measured for clarity's
sake along the new face of curb which is standard procedure (Sec-
tion 10-1.10 Curb and Gutter). A statement to the effect that
concrete drainage aprons shall be considered as included in the
price paid for contiguous new curb per lineal foot of curb is
deemed necessary to avoid payment controversy. What is the
x -section of the replacement curb and gutter? City Standard
Plan concrete class (520-B-2500) is not germane with your Section
8-2 of the Special Provisions (Class A, Class B, Class C and Class
D).
"
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b e l o c k e d i n t o a n u n d e r - f u n d e d p r o j e c t . Y o u r p r o j e c t w i l l r e c e i v e
f u l l f e d e r a l f u n d i n g p a r t i c i p a t i o n w h e n , a n d i f , C o n g r e s s
a p p r o p r i a t e s n e w f u n d s f o r t h e S . O . S . p r o g r a m .
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h a v e s o m e g o o d n e w s . Y o u w i l l r e c e i v e m y l e t t e r f o r m a l l y a n n o u n c i n g
t h e n e w a p p r o p r i a t i o n a s w e l l a s t h e n e w w o r k s h e e t f o r m s a s s o o n a s
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Mr. Bezzant
Page 2
May 16, 1979
was alerted a few weeks ago by Bob Gomez that a new appropriation
was announced. I presume Gerry is working on your pavement marker
submittal in the interim.
If we can be of further assistance please feel free to call.
Sincerely yours,
T. R. LAM`dERS
Distr' t Director
IES R. LANDERS
Associate City $ County Liaison Engineer
'r'Sgir.(:^Y]ng
!)ep.1} tL•'nt
c..ordination
Sheet
KO9r. Dept,
Oziginator
Walt Gehl
and County Liaison Engineer
ifornia Department of Transportation
. Sox 3366 Rincon Annex
Francisco, California 94102
r Walt:
7'
2. The funding of Thirtieth and Isabelle Avenues by SOS funds: The plans,
specifications, a est mates fort E project have been complete for
several months. They have been forwarded to your office. We have been
told that recently some SOS money has been wade available. We hope
that you will consider our project in applying thpao funds (full funding).
X U 1.-
'c-
3. Our request for participation in the Raised pavement Dlarker Program:
We are cware that currently you do not have funding for this program.
However, we want to rewind you that as soon as funds become available,
wo wish to be alerted. As you know, San Mateo has missed participating
in this program in the past. tic are extremely anxious that we do not
miss it again.
Dz.y 7 1 , 1979
urrently have three different matters in your office for your action
t are of utmost importance to us. They are the following:
1. The reincorporation of\iiird Avenge betweenIristik Street and primer's
Island Eoulevard,into the Federal Aid Urban Sy a This request was
mace to your office last year. to are aware that your office subse-
quently forwarded it to the Metropolitan Transportation Commission for
their action. However, at this time we are unaware that any action
has been taken. rauss a"
Ali
Your assistance in facilitating these natters will be greatly appreciated.
Thank you for all you have done for us on our other projects.
RGB : 1.EP : hh
I L
Very truly yours,
C
DOBE BE2
DIRE. RCFP
engineering
Department
Coordination
Sheet
Engr• Dept.
Originator
Init.
March 2, 1979
Mr. T. R. Lammers
Department of Transportation
P. O. Box 3366, Rincon Annex
San Francisco, CA 94119
Attention: Mr. Bob Gomez
City and County Liaison
Re: Isabelle Ave. and 34th num
Storm Drain and Inrersertlp,
Gra nc
Gentlemen:
Enclosed are six sets of plans, specifications and estimates
for the above referenced project. Please review these plans and
advise us of any changes or modifications required. We are pre-
pared to advertise for bids upon your approval for us to proceed.
If you have any questions or require further information,
please contact Frank Casteleneto at 574-6790.
FC:dk
Encl.
very truly yours,
FRANK CASTELENETO
ASSISTANT ENGINEER
it V COPY
CITY OF SAN MATEO
DEPARTMENT OF PUBLIC WORKS
SPECIAL PROVISIONS
NOTICE TO CONTRACTORS
PROPOSAL AND CONTRACT
FOR CONSTRUCTION OF A STORM DRAIN'
AND INTERSECTION GRADING
IN
SAN MATEO COUNTY, IN SAN MATEO
ON ISABELLE STREET FROM 29TH AVENUE TO 30TH AVENUE
FOR USE IN CONNECTION WITH STANDARD SPECIFICATIONS DATED JANUARY, 1978, AND
STANDARD PLANS DATED MARCH, 1977
OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION
FEDERAL -AID PROJECT SOS-
O.F.C.C. IDENTIFICATION NUMBER
SM-DOT-
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P-PWd-25
/SABELLE ST. AND 3GTH AVE.
s -..-em DRAIN AND INTERSECION GRADIhw
SCHEDULE OF BID ITEMS
ENGINEER'S ESTIMATE
Item Estimated Unit Total Amount
No. Description of Item Quantity Unit Price of Item'
1. Furnish and Install 15" RCP
$ $
CL. 4 60 L.F. $ 30.00
1,800.00
2. Furnish and Install 18" RCP $
S
CL.4
530 L.F. $ 37.00 $ 19,610.00
3. Install Standard Storm $ $
Drain Manhole 3 EA. 81;040.00 $ 3,120.00
4 Install Catch Basin Type $ $
G-3 6 EA. $1,000.00 $ 6,000.00
5 Remove and Replace Curb S . $
and Gutter 47 L.F. '$ 15.00 $ 705.00
,$ Asp Alt Concrete Paying 45 TON S 45.00 S 2,025.00
$ $
SUB -TOTAL $ $ 33,260.00
S $
15% Engineering & Contingencies $ $ 4,989.00
$ $
TOTAL $ $ 38,249.00
$ $
$ $
S $
$
$ $
S $
S
$.
S
TOTAL $
"
C i t y o f S a n M a t e o
I s a b e l l e S t r e e t A n d 3 0 t h A v e n u e S t o r m D r a i n
A n d I n t e r s e c t i o n G r a d i n g
L o c a t i o n M a p
N o t i c e T o C o n t r a c t o r s
S p e c i a l P r o v i s i o n s
S e c t i o n
1 . S p e c i f i c a t i o n s A n d P l a n s
2 . P r o p o s a l R e q u i r e m e n t s A n d C o n d i t i o n s
3 . A w a r d A n d E x e c u t i o n O f C o n t r a c t
4 . B e g i n n i n g O f W o r k , T i m e O f C o m p l e t i o n A n d L i q u i d a t e d D a m a g e s
5 . G e n e r a l
5 - 1 . 0 1 B l a n k
5 - 1 . 0 2 B l a n k
5 - 1 . 0 3 G e n e r a l P r e v a i l i n g W a g e R a t e
5 - 1 . 0 4 I n q u i r i e s O n B i d d i n g
5 - 1 . 0 5 P r e v i o u s D i s q u a l i f i c a t i o n , R e m o v a l O r O t h e r P r e v e n t i o n O f B i d d i n g
5 - 1 . 0 6 B l a n k
5 - 1 . 0 7 B l a n k
5 - 1 . 0 8 S u b c o n t r a c t i n g
5 - 1 . 0 9 H i g h w a y C o n s t r u c t i o n E q u i p m e n t
5 - 1 . 1 0 P e r m i t s A n d L i c e n s e s
5 - 1 . 1 1 P a y m e n t
5 - 1 . 1 2 P r o j e c t a p p e a r a n c e
5 - 2 . B l a n k
5 - 3 . A r e a A f f i r m a t i v e A c t i o n P l a n
5 - 3 . 0 1 G e n e r a l
5 - 3 . 0 2 S p e c i f i c C o a l s A n d T i m e t a b l e s
5 - 3 . 0 3 O r d e r O f T h e S e c r e t a r y O f L a b o r
P - P W d - 2
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6 . F e d e r a l R e q u i r e m e n t s F o r F e d e r a l - A i d C o n s t r u c t i o n P r o j e c t s
6 - 1 . 0 1 G e n e r a l
6 - 1 . 0 2 P e r f o r m a n c e O f P r e v i o u s C o n t r a c t s
6 - 1 . 0 3 N o n - C o l l u s i o n P r o v i s i o n
6 - 1 . 0 4 F e d e r a l - A i d P r o p o s a l N o t i c e s
6 - 1 . 0 5 A l t e r n a t i v e M a t e r i a l s
6 - 1 . 0 6 R e q u i r e d C o n t r a c t P r o v i s i o n s - A l l F e d e r a l - A i d C o n s t r u c t i o n C o n t r a c t s
6 - 1 . 0 7 S t a n d a r d F e d e r a l 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 n s t r u c t i o n C o n t r a c t
S p e c i f i c a t i o n s
7 . B l a n k
8 .
M a t e r i a l s
8 - 1 . M i s c e l l a n e o u s
8 - 1 . 0 1 G e n e r a l
8 - 1 . 0 2 R e l a t i v e C o m p a c t i o n
8 - 2 . C o n c r e t e
9 . D e s c r i p t i o n O f W o r k
1 0 . C o n s t r u c t i o n D e t a i l s
1 0 - 1 . 0 1 P r o g r e s s S c h e d u l e
1 0 - 1 . 0 2 D u s t C o n t r o l
1 0 - 1 . 0 3 E a r t h w o r k
1 0 - 1 . 0 4 A s p h a l t
1 0 - 1 . 0 5 A s p h a l t C o n c r e t e
1 0 - 1 . 0 6 C a t c h B a s i n s
1 0 - 1 . 0 7 M a n h o l e s
1 0 - 1 . 0 8 T r a f f i c C o n t r o l
1 0 - 1 . 0 9 R e i n f o r c e d C o n c r e t e P i p e
1 0 - 1 . 1 0 C u r b A n d C u t t e r
P - P W d - 3
Proposal
Certification For Affirmative Action For Equal Employment Opportunity
Certification Of Performance Of Previous Contracts
Non -Collusion Affidavit
Bidder's Bond
Contract
Standard Drawings
3-1-107 Standard Type "B" Manhole Frame And Cover
3-1-123 Standard Type G-3 Catch Basin
3-1-125 Standard Catch Basin Frame And Crate Detail, Type "3"
3-1-130 Junction Structure
3-1-141 Typical Sections Of Curb, Gutter And Sidewalk
3-1-153 Standard Trench Detail
Standard Manhole Detail
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NOTICE TO CONTRACTORS
Sealed proposals will be received at the office of the City Clerk, Room 39,
City hall, 330 West 20th Avenue, San Mateo, California, until 2:00 p.m. on
, at which time they will be publicly opened and read
in the Conference Room of said building for:
ISABELLE STREET AND 30TH AVENUE
STORM DRAIN AND INTERSECTION GRADING
CITY ENGINEER'S ESTIMATED QUANTITIES
Item Estimated
No. Description of Item Unit Quantity
1. Furnish and Install 15" RCP CL 4 L.F. 60
2. Furnish and Install 18" RCP CL 4 L.F. 530
3. Install Standard Storm Drain Manhole EA 3
4. Install Catch Basin Type G-3 EA 6
5. Remove and Replace Curb and Cutter L.F. 47
6. Asphalt Concrete Paving Ton 45
Plans, specifications and proposal forms for bidding this project can only be
obtained at the office of the Public Works Department, City Hall, 330 West 20th
Avenue, San Mateo, California, 94403. A nonrefundable fee of $5.00 is
required. The successful bidder shall furnish a payment bond and a performance
bond.
The City of San Mateo notifies all bidders that it will affirmatively insure
that in any contract entered into pursuant to this advertisement, minority
business enterprises will be afforded full opportunity to submit bids in
response to this invitation and will not be discriminated against on the
grounds of race, color or national origin in consideration for an award.
The general prevailing rate of wages applicable to the work to be done is as
shown on the Prevailing Wage Scale - General on file in the office of the City
Clerk, or that established by the Federal Wage Determination CA76-5063
(including all modifications) whichever is greater. The contractor shall post
the latest wage determination at the job site.
DATED CITY.COUNCIL
CITY OF SAN MATEO
JANE BAKER, MAYOR
P-PWd-5
-2 -
CITY OF SAN MATEO
SPECIAL PROVISIONS
For: A storm drain along Isabelle Street from 29th Avenue to 30th Avenue and
intersection grading at Isabelle Street and 30th Avenue. The work
includes, but is not limited to, installation of reinforced concrete
pipe, installation of manholes and catch basins, and asphalt concrete
paving.
SECTION 1. SPECIFICATIONS AND PLANS
The work embraced herein shall be done in accordance with the Standard
Specifications dated January, 1978, and the Standard Plans dated March, 1977,
of the California Department of Transportation, insofar as the same may apply
and in accordance with the following special provisions.
In case of conflict between the Standard Specifications and these special
provisions, the special provisions shall take precedence over and be used in
lieu of such conflicting portions.
Wherever in the special provisions, notice to contractors, proposal, contract
or other contract documents the following terms are used, unless the context
otherwise requires, the intent and meaning shall be interpreted as follows:
State - City of San Mateo
Department of Transportation - Department of Public Works, City of San
Mateo
Director of Transportation - Director of Public Works, City of San Mateo
Division of Highways - Public Works Bepartment, City of San Mateo
Engineer - Director of Public Works, City of San Mateo
Attorney General - City Attorney
SECTION 2. PROPOSAL REQUIREMENTS AND CONDITIONS
The bidder's attention is directed to the provisions in Section 2, "Proposal
Requirements and Conditions," of the Standard Specifications and these special
provisions for the requirements and conditions which he must observe in the
preparation of the proposal form and the submission of the bid.
The form of Bidder's Bond mentioned in the last paragraph in Section 2-1.07,
"Proposal Guaranty" of the Standard Specifications will be found following the
signature page of the proposal annexed hereto.
Prequalification of bidders in accordance with Section 2-1.11 of the Standard
Specifications will NOT be required.
P-PWd-6
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SECTION 2. PROPOSAL REQUIREMENTS AND CONDITIONS (continued)
Notice is also hereby given that all bidders may be required to furnish a sworn
statement of their financial responsibility, technical ability, and experience
before award is made to any particular bidder.
SECTION 3. AWARD AND EXECUTION OF THE CONTRACT
The bidder's attention is directed to the provisions in Section 3, "Award and
Execution of Contract," of the Standard Specifications and to "Proposal
Requirements and Conditions," of these special provisions for the requirements
and conditions concerning award and execution of contract.
Contractor shall provide, at the time of the execution of the agreement or
contract for the work, and at his own expense, a surety bond in an amount equal
to at least one hundred percent (100%) of the contract price as security for
the faithful performance of said agreement. Contractor shall also provide, at
the time of the execution of the agreement or contract for the work, and at his
own expense, a separate surety bond in an amount equal to at least one hundred
percent (100x) of the contract price as security for the payment of all persons
performing labor and furnishing materials in connection with said agreement.
Sureties on each of said bonds shall be satisfactory to the City Attorney.
SECTION 4. BEGINNING OF WORK, TIME OF COMPLETION AND LIQUIDATED DAMAGES
Attention is directed to the provisions in Section 8-1.03, "Beginning of Work,"
in Section 8-1.06, "Time of Completion," and in Section 8-1.07, "Liquidated
Damages," of the Standard Specifications and these Special Provisions.
The contract time shall commence upon the date of issuance of a notice to
proceed. The work shall start within 15 days thereafter, and be diligently
prosecuted to completion before the expiration of 30 working days after the
date of said approval.
The Contractor shall pay to the City of San Mateo the sum of $50.00 per day,
for each and every calendar day's delay in finishing the work in excess of the
number of working days prescribed above.
SECTION 5. GENERAL
5-1.03 GENERAL PREVAILING WAGE RATE - The general prevailing rate of wages
applicable to the work to be done is as shown on the Prevailing Wage Scale -
General on file in the office of the City Clerk, or that established by the
Federal Wage Determination CA76-5063 (including all modifications) whichever is
greater. The contractor shall post the latest wage determination at the job
site.
5-1.04 INQUIRIES ON BIDDING - Questions regarding the specifications or
drawings or any other portion of the contract or any addenda thereto shall be
directed to the Director of Public Works of the City of San Mateo, 330 West
20th Avenue, San Mateo, California 94403, in writing. No interpretation of the
meaning of the specifications, drawings, or other pre -bid documents will be
made to any bidder orally. •
P-PWd-7
-4-
5-1.05 PREVIOUS DISQUALIFICATION, REMOVAL OR OTHER PREVENTION OF BIDDING -
Pursuant to Section 14310.5 of the Government Code (Chapter 782, Statutes of
1974) the bidder shall complete, under penalty of perjury, the questionnaire in
the Proposal relating to previous disqualification, removal or other prevention
of bidding of the bidder, or officers or employees of the bidder because of
violation of law or a safety regulation.
A bid may be rejected on the basis of
any employee of such bidder who has a
having been disqualified, removed, or
completing a federal, state, or local
a safety regulation.
a bidder, any officer of such bidder, or
proprietary interest in such bidder,
otherwise prevented from bidding on, or
project because of a violation of law of
5-1.08 SUBCONTRACTING - Attention is directed to the provisions in Section
8-1.01, "Subcontracting," of the Standard Specification.
5-1.09 HIGHWAY CONSTRUCTION EQUIPMENT - Attention is directed to Section
7-1.011, "Vehicle Code," and 7-1.02, "Weight Limitations," of the Standard
Specifications.
Pursuant to the authority contained in Section 591 of the Vehicle Code,
the Department has determined that, within such areas as are within the
limits of the project and are open to public traffic, the contractor shall
comply with all the requirements set forth in Divisions 11, 12, 13, 14 and
15 of the Vehicle Code. Attention is directed to the statement in Section
591 that this section shall not relieve him or any person from the duty of
exercising due care. The contractor shall take all necessary precautions
for safe operation of his equipment and the protection of the public from
injury and damage from such equipment.
3-1.10 PERMITS AND LICENSES - Attention is directed to Section 7-1.04,
"Permits and Licenses," of the Standard Specifications.
5-1.11 PAYMENT - Attention is directed to Section 9-1.06, "Partial Payments,"
and 9-1.07, "Payment After Acceptance," of the Standard Specifications and
these Special Provisions.
No partial payment will be made for any materials on hand which are furnished
but not incorporated in the work.
5-1.12 PROJECT APPEARANCE - The contractor shall maintain a neat appearance to
the work.
In any area visible to the public, the following shall apply:
When practicable, broken concrete and debris developed during clearing and
grubbing shall be disposed of concurrently with its removal. If
stockpiling is necessary, the material shall be removed or disposed of
daily.
The contractor shall: 1) furnish trash bins or load and off haul for all
debris from structure construction. All debris shall be placed in trash
bins or hauled off site daily.
P-PWd-8 '
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Full compensation for conforming to the provisions in this section, not
otherwise provided for, shall be considered as included in prices paid for
the various contract items of work involved and no additional compensation
will be allowed therefor.
(To be used in Federal -aid projects in San Mateo County.)
FEDERAL
9-7-76
SECTION 5-3. AREA AFFIRMATIVE ACTION PLAN
5-3.01 GENERAL - The Area Plan applicable to this project shall be the San
Mateo Plan on minority employment. Organizations subscribing to said plan
include but are not limited to certain trades from the San Mateo County
Building and Construction Trades Council, Local Construction Trade Unions, and
General and Specialty Contractors Associations.
5-3.02 SPECIFIC COALS AND TIMETABLES - The Contractor's affirmative action
plan shall specify at least the following range of percentages of minority
manpower utilization:
From 12/31/75 forward 12.0% - 14.0%
5-3.03 ORDER OF THE SECRETARY OF LABOR - The Secretary of Labor Order entitled
"Bid Conditions Setting Forth Affirmative Action Requirements for all
Non -Exempt Federal and Federally -Assisted Construction Contracts to be Awarded
in San Mateo County, California," dated February 8, 1972, shall apply to this
project.
P-PWd-9
NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL
EMPLOYMENT OPPORTUNITY (EXECUTIVE ORDER 11246)
1. The Offeror's or Bidder's attention is called to the "Equal Opportunity
Clause" and the "Standard Federal Equal Employment Opportunity Construction
Contract Specifications" set forth herein (EXHIBITS C-1 and C-2).
2. The goals and timetables for minority and female participation, expressed
in percentage terms for the Contractor's aggregate workforce in each trade on
all construction work in the covered areas are as follows:
a. The following goals and timetables for female utilization shall be
included in all Federal and federally assisted construction contracts and
subcontracts in excess of $10,000. The goals are applicable to the
contractor's aggregate on -site construction workforce whether or not part of
that workforce is performing work on a Federal or federally assisted
construction contract or subcontract.
Area Covered: Coals for Women apply nationwide.
Goals and Timetables:
Timetable Goals (Percent)
From April 1, 1978 until March 31, 1979 3.1
From April 1, 1979 until March 31, 1980 5.0
From April 1, 1980 until March 31, 1981 6.9
b. Until further notice, the following goals and timetables for minority
utilization shall be included in all Federal or federally -assisted construction
contracts and subcontracts in excess of $10,000 to be performed in the
respective covered areas. The goals are applicable to the contractor's
aggregate on -site construction workforce whether or not part of that workforce
is performing work on a Federal or federally -assisted construction contract or
subcontract.
Area Covered: San Mateo County, California
Coals and Timetables:
Timetable
Until further notice
Trade Goal (Percent)
All 12.0 to 14.0
These goals are applicable to all the Contractor's construction work (whether
or not it is Federal or federally assisted) performed in the covered work area.
The Contractor's compliance with the Executive Order and the regulations in 41
CFR Part 60-4 shall be based on its implementation of the Equal Opportunity
Clause, specific affirmative action obligations required by the specifications
set forth in 41 CFR 60-4.3(a), and its efforts to meet the goals established
for the geographical area where the contract resulting from this solicitation
is to be performed. The hours of minority and female employment and training
must be substantially uniform throughout the length of the contract, and in
each trade, and the contractor shall make a good faith effort to employ
minorities and women evenly on each of its projects. The transfer of minority
or female employees or trainees from Contractor to Contractor or from project
EXHIBIT B-1
P-SPECg-24
to project for the sole purpose of meeting the Contractor's goals shall be a
violation of the contract, the Executive Order and the regulations in 41 CFR
Part 60-4. Compliance with the goals will be measured against the total work
hours performed.
3. The Contractor shall provide written notification to the Director of the
Office of Federal Contract Compliance Programs and U.S. Department of Housing
and Urban Development (Regional Office) within 10 working days of award of any
construction subcontract in excess of S10,000 at any tier for construction
work under the contract resulting from this solicitation. The notification
shall list the name, address, and telephone number of the subcontractor;
employer identification number; estimated dollar amount of the subcontract;
estimated starting and completion dates of the subcontract; and the
geographical area in which the contract is to be performed.
4. As used in this Notice, and in the contract resulting from this
solicitation, the "covered area" is California, San Mateo, San Mateo.
EXHIBIT B-1
P-SPECg-25
SECTION 60-4.3 Equal Opportunity Clauses
(a) The equal opportunity clause published at 41 CFR 60-1.4(a) of this chapter
is required to be included in and is part of, all non-exempt Federal contracts
and subcontracts, including construction contracts and subcontracts. The equal
opportunity clause published at 41 CFR 60-1.4(b) is required to be included in,
and is a part of, all non-exempt federally assisted construction contracts and
subcontracts. In addition to the clauses described above, all Federal
contracting officers, all applicants and all non -construction contractors, as
applicable, shall include -we specifications set forth in this section in all
Federal and federally assisted construction contracts in excess of $10,000 to
be performed in geographical areas designated by the Director pursuant to
Section 60-4.6 of this part and in construction subcontracts in excess of
$10,000 necessary in whole or in part to the performance of non -construction
Federal contracts and subcontracts covered under the Executive Order.
NOTE: The Equal Opportunity Clause pertaining to DUD grant recipient agencies
(contained in 41 CFR 60-1.4(b)) is as follows. It must be included in all
federally -assisted construction contracts and subcontracts in excess of
$10,000. (Excerpted from 41 CFR 60-1.4(b))
(b) Federally assisted construction contracts. (1) Except as otherwise
provided, each administering agency shall require the inclusion of the
following language as a condition of any grant, contract, loan, insurance, or
guarantee involving federally assisted construction which is not exempt from
the requirements of the equal opportunity clause:
The applicant hereby agrees that it will incorporate or cause to be
incorporated into any contract for construction work, or modification thereof,
as defined in the regulations of the Secretary of Labor at 41 CFR Chapter 60,
which is paid for in whole or in part with funds obtained from the Federal
Government or borrowed on the credit of the Federal Government pursuant to a
grant, contract, loan, insurance, or guarantee, or undertaken pursuant to any
Federal program involving such grant, contract, loan, insurance, or guarantee,
the following equal opportunity clause:
During the performance of this contract, the contractor agrees as follows:
(1) The contractor will not discriminate against any employee or applicant for
employment because of race, color, religion, sex, or national origin. The
contractor will take affirmative action to ensure that applicants are employed,
and that employees are treated during employment without regard to their race,
color, religion, sex, or national origin. Such action shall include, but not
be limited to the following: Employment, upgrading, demotion, or transfer;
recruitment or recruitment advertising; layoff or termination; rates of pay or
other forms of compensation; and selection for training, including
apprenticeship. The contractor agrees to post in conspicuous places, available
to employees and applicants for employment, notices to be provided setting
forth the provisions of this nondiscrimination clause.
(2) The contractor will, in all solicitations or advertisements for employees
placed by or on behalf of the contractor, state that all qualified applicants
will receive consideration for employment without regard to race, color,
religion, sex, or national origin.
EXHIBIT C-1
P-SPECg-26
(3) The contractor will send to each labor union or representative of workers
with which he has a collective bargaining agreement or other contract or
understanding, a notice to be provided advising the said labor union or
workers' representatives of the contractor's commitments under this section,
and shall post copies of the notice in conspicuous places available to
employees and applicants for employment.
(4) The contractor will comply with all provisions of Executive Order 11246 of
September 24, 1965, and of the rules, regulations, and relevant orders•of the
Secretary of Labor.
(5) The contractor will furnish all information and reports required by
Executive Order 11246 of September 24, 1965, and by rules, regulations, and
orders of the Secretary of Labor, or pursuant thereto, and will permit access
to his books, records, and accounts by the administering agency and the
Secretary of Labor for purposes of investigation to ascertain compliance with
such rules, regulations, and orders.
(6) In the event of the contractor's non-compliance with the nondiscrimination
clauses of this contract or with any of the said rules, regulations, or orders,
this contract may be canceled, terminated, or suspended in whole or in part and
the contractor may be declared ineligible for further Government contracts or
federally assisted construction contracts in accordance with procedures
authorized in Executive Order 11246 of September 24, 1965, and such other
sanctions may be imposed and remedies invoked as provided in Executive Order
11246 of September 24, 1965, or by rule, regulation, or order of the Secretary
of Labor, or as otherwise provided by law.
(7) The contractor will include the portion of the sentence immediately
preceding paragraph (1) and the provisions of paragraphs (1) through (7) in
every subcontract or purchase order unless exempted by rules, regulations, or
orders of the Secretary of Labor issued pursuant to section 204 of Executive
Order 11246 of September 24, 1965, so that such provisions will be binding upon
each subcontractor or vendor. The contractor will take such action with
respect to any subcontract or purchase order as the administering agency may
direct as a means of enforcing such provisions, including sanctions for
noncompliance: Provided, however, That in the event a contractor becomes
involved in, or is threatened with, litigation with a subcontractor or vendor
as a result of such direction by the administering agency the contractor may
request the United States to enter into such litigation to protect the
interests of the United States.
The applicant further agrees that it will be bound by the above equal
opportunity clause with respect to its own employment practices when it
participates in federally assisted construction work: Provided, That if the
applicant so participating is a State or local government, the above equal
opportunity clause is not applicable to any agency, instrumentality or
subdivision of such government which does not participate in work on or under
the contract.
The applicant agrees that it will assist and cooperate actively with the
administering agency and the Secretary of Labor in obtaining the compliance of
contractors and subcontractors with the equal opportunity clause and the rules,
regulations, and relevant orders of the Secretary of Labor, that it will
EXHIBIT C-1
P-SPECg-27
furnish the administering agency and the Secretary of Labor such information
as they may require for the supervision of such compliance, and that it will
otherwise assist the administering agency in the discharge of the agency's
primary responsibility for securing compliance.
The applicant further agrees that it will refrain from entering into any
contract or contract modification subject to Executive Order 11246 of September
24, 1965, with a contractor debarred from, or who has not demonstrated
eligibility for, Government contracts and federally assisted construction
contracts pursuant to the Executive order and will carry out such sanctions and
penalties for violation of the equal opportunity clause as may be imposed upon
contractors and subcontractors by the administering agency or the Secretary of
Labor pursuant to Part II, Subpart D of the Executive order. In addition, the
applicant agrees that if it fails or refuses to comply with these undertakings,
the administering agency may take any or all of the following actions: Cancel,
terminate, or suspend in whole or in part this grant (contract, loan,
insurance, guarantee); refrain from extending any further assistance to the
applicant under the program with respect to which the failure or refund
occurred until satisfactory assurance of future compliance has been received
from such applicant; and refer the case to the Department of Justice for
appropriate legal proceedings.
(c) Subcontracts. Each nonexempt prime contractor or subcontractor shall
include the equal opportunity clause in each of its nonexempt subcontracts.
(d) Incorporation by reference. The equal opportunity clause may be
incorporated by reference in Government bills of lading, transportation
requests, contracts for deposit of Government funds, contracts for issuing and
paying U.S. savings bonds and notes, contracts and subcontracts less than
$50,000 and such other contracts as the Director may designate.
(e) Incorporation by operation of the order and agency regulations. By
operation of the order, the equal opportunity clause shall be considered to be
a part of every contract and subcontract required by the order and the
regulations in this part to include such a clause whether or not it is
physically incorporated in such contracts. The clause may also be applied by
agency regulations to every nonexempt contract where there is no written
contract between the agency and the contractor.
(f) Adaptation of language. Such necessary changes in language may be made in
the equal opportunity clause as shall be appropriate to identify properly the
parties and their undertakings.
EXHIBIT C-1
P-SPECg-2H
STANDARD FEDERAL EQUAL EMPLOYMENT OPPORTUNITY CONSTRUCTION CONTRACT
SPECIFICATIONS (EXECUTIVE ORDER 11246)
1. As used in these specifications:
a. "Covered area" means the geographical area described in the
solicitation from which this contract resulted;
b. "Director" means Director, Office of Federal Contract Compliance
Program, United States Department of Labor, or any person to whom the Director
delegates authority;
c. "Employer identification number" means the Federal Social Security
number used on the Employee's Quarterly Federal Tax Return, U.S. Treasury
Department Form 941.
d. "Minority" includes:
(i) Black (all persons having origins in any of the Black African racial
groups not of Hispanic origin);
(ii) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or
South American or other Spanish Culture or origin, regardless of race;
(iii) Asian and Pacific Islander (all persons having origins in any of the
original peoples of the Far East, Southeast Asia, the Indian subcontinent or
the Pacific Islands); and
(iv) American Indian or Alaskan Native (all persons having origins in any
of the original peoples of North America and maintaining identifiable tribal
affiliations through membership and participation or community identification).
2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a
portion of the work involving any construction trade, it shall physically
include in each subcontract in excess of $10,000 the provisions of these
specifications and the Notice which contains the applicable goals for minority
this contract resulted.
3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a
Hometown Plan approved by the U.S. Department of Labor in the covered area
either individually or through an association, its affirmative action
obligations on all work in the Plan area (including goals and timetables) shall
be in accordance with that Plan for those trades which have unions
participating in the Plan. Contractors must be able to demonstrate their
participation in and compliance with the provisions of any such Hometown Plan.
Each Contractor or Subcontractor participatingin an approved plan is
individually required to comply with its obligations under the EEO clause, and
to make a good faith effort to achieve each goal under the Plan in each trade
in which it has employees. The overall good faith performance by other
Contractors or Subcontractors toward a goal in an approved Plan does not excuse
any covered Contractor's or Subcontractor's failure to take good faith efforts
to achieve the Plan goals and timetables.
EXHIBIT C-2
•
P-SPECg-29
4. The Contractor shall implement the specific affirmative action standards
provided in paragraphs 7a through p of these specifications. The goals set
forth in the solicitation from which this contract resulted are expressed as
percentages of the total hours of employment and training of minority and
female utilization the Contractor should reasonably be able to achieve in each
construction trade in which it has employees in the covered area. The
Contractor is expected to make substantially uniform progress toward its goals
in each craft during the period specified.
5. Neither the provisions of any collective bargaining agreement, nor the
failure by a union with whom the Contractor has a collective bargaining
agreement, to refer either minorities or women shall excuse the Contractor's
obligations under these specifications, Executive Order 11246, or the
regulations promulgated pursuant thereto.
6. In order for the nonworking training hours of apprentices and trainees to
be counted in meeting the goals, such apprentices and trainees must be employed
by the Contractor during the training period, and the Contractor must have
made a commitment to employ the apprentices and trainees at the completion of
their training, subject to the availability of employment opportunities.
Trainees must be trained pursuant to training programs approved by the U.S.
Department of Labor.
7. The Contractor shall take specific affirmative actions to ensure equal
employment opportunity. The evaluation of the Contractor's compliance with
these specifications shall be based upon its effort to achieve maximum results
from its actions. The Contractor shall document these efforts fully and shall
implement affirmative action steps at least as extensive as the following:
a. Ensure and maintain a working environment free of harassment,
intimidation, and coercion at all sites, and in all facilities at which the
Contractor's employees are assigned to work. The Contractor, where possible,
will assign two or more women to each construction project. The Contractor
shall specifically ensure that all foremen, superintendents, and other on -site
supervisory personnel are aware of and carry out the Contractor's obligation to
maintain such a working environment, with specific attention to minority or
female individuals working at such sites or in such facilities.
b. Establish and maintain a current list of minority and female
recruitment sources, provide written notification to minority and female
recruitment sources and to community organizations when the Contractor or its
unions have employment opportunities available, and maintain a record of the
organizations' responses.
c. Maintain a current file of the names, addresses and telephone numbers
of each minority and female off -the -street applicant and minority or female
referral from a union, a recruitment source or community organization and of
what action was taken with respect to each such individual. If such individual
was sent to the union hiring hall for referral and was not referred back to the
Contractor by the union or, if referred, not employed by the Contractor, this
shall be documented in the file with the reason therefor, along with whatever
additional actions the Contractor may have taken.
d. Provide immediate written notification to the Director when the union or
unions with which the Contractor has a collective bargaining agreement has not
EXHIBIT C-2
P-SPECg-30
referred to the Contractor a minority person or woman sent by the Contractor or
when the Contractor has other information that the union referral process has
impeded the Contractor's efforts to meet its obligations.
c. Develop on-the-job training opportunities and/or participate in
training programs for the area which expressly include minorities and women,
including upgrading programs and apprenticeship and trainee programs relevant
to the Contractor's employment needs, especially those programs funded or
approved by the Department of Labor. The Contractor shall provide notice of
these programs to the sources complied under 7b above.
f. Disseminate the Contractor's EEO policy by providing notice of the
policy to unions and training programs and requesting their cooperation in
assisting the Contractor in meeting its EEO obligations; by including it in any
policy manual and collective bargaining agreement; by publicizing it in the
company newspaper, annual report, etc; by specific review of the policy with
all management personnel and with all minority and female employees at least
once a year; and by posting the company EEO policy on bulletin boards
accessible to all employees at each location where construction work is
performed.
g. Review at least annually, the company's EEO policy and affirmative
action obligations under these specifications with all employees having any
responsibility for hiring, assignment, layoff, termination or other employment
decisions, including specific review of these items with on -site supervisory
personnel such as Superintendents, General Foremen, etc., prior to the
initiation of construction work at any job site. A written record shall be
made and maintained identifying the time and place of these meetings, persons
attending, subject matter discussed, and disposition of the subject matter.
h. Disseminate the Contractor's EEO policy externally by including it in
any advertising in the news media, specifically including minority and female
news media, and providing written notification to and discussing the
Contractor's EEO policy with other Contractors and Subcontractors with whom the
Contractor does or anticipates doing business.
i. Direct its recruitment efforts, both oral and written, to minority,
female and community organizations, to schools with minority and female
students and to minority and female recruitment and training organizations
serving the Contractor's recruitment area and employment needs. Not later than
one month prior to the date for the acceptance of applications for
apprenticeship or other training by any recruitment source, the Contractor
shall send written notification to organizations such as the above, describing
the openings, screening procedures, and tests to be used in the selection
process.
j. Encourage present minority and female employees to recruit other
minority persons and women and where reasonable, provide after school summer
and vacation employment to minority and female youth both on the site and in
other areas of a Contractor's workforce.
k. Validate all tests and other selection requirements where there is an
obligation to do so under 41 CFR Part 60.3.
EXHIBIT C-2
P-SPECg-31
1. Conduct at least annually, an inventory and evaluation at least of all
minority and female personnel for promotional opportunities and encourage these
employees to seek or to prepare for, through appropriate training, etc., such
opportunities.
m. Ensure that seniority practices, job classifications, work assignments
and other personnel practices, do not have a discriminatory effect by
continually monitoring all personnel and employment related activities to
ensure that the EEO policy and the Contractor's obligations under these
specifications nre being carried out.
n. Ensure that all facilities and company activities are nonsegregated
except that separate or single -user toilet and necessary changing facilities
shall be provided to assure privacy between the sexes.
o. Document and maintain a record of all solicitations of offers for
subcontracts from minority and female construction contractors and suppliers,
including circulation of solicitations to minority and female contractor
associations and other business associations.
p. Conduct a review, at least annually, of all supervisors' adherence to
and performance under the Contractor's EEO policies and affirmative action
obligations.
8. Contractors are encouraged to participate in voluntary associations which
assist in fulfilling one or more of their affirmative action obligations (la
through p). The efforts of a contractor association, joint contractor -union,
contractor -community, or other similar group of which the contractor is a
member and participant, may be asserted as fulfilling any one or more of its
obligations under 7a through p of these Specifications provided that the
contractor actively participates in the group, makes every effort to assure
that the group has a positive impact on the employment of minorities and women
in the industry, ensures that the concrete benefits of the program are
reflected in the Contractor's minority and female workforce participation,
makes a good faith effort to meet its individual goals and timetables, and can
provide access to documentation which demonstrates the effectiveness of actions
taken on behalf of the Contractor. The obligation to comply, however, is the
Contractor's and failure of such a group to fulfill an obligation shall not be
a defense for the Contractor's noncompliance.
9. A single goal for minorities and a separate single goal for women have been
established. The Contractor, however, is required to provide equal employment
opportunity and to take affirmative action for all minority groups, both male
and female, and all women, both minority and non -minority. Consequently, the
Contractor may be in violation of the Executive Order if a particular group is
employed in a substantially disparate manner (for example, even though the
Contractor has achieved its goals for women generally, the Contractor may be in
violation of the Executive Order if a specific minority group of women is
underutilized).
10. The Contractor shall not use the goals and timetables or affirmative action
standards to discriminate against any person because of race, color, religion,
sex or national origin.
EXHIBIT C-2
P-SPECg-32
11. The Contractor shall not enter into any Subcontract with any person or
firm debarred from Government contracts pursuant to Executive Order 11246.
12. The Contractor shall carry out such sanctions and penalties for violation
of these specifications and of the Equal Opportunity Clause, including
suspension, termination and cancellation of existing subcontracts as may be
imposed or ordered pursuant to Executive Order 11246, as amended and its
implementing regulations, by the Office of Federal Contract Compliance Program.
Any Contractor who fails to carry out such sanctions and penalties shall be in
violation of these specifications and Executive Order 11246, as amended.
13. The Contractor, in fulfilling its obligations under these specifications
shall implement specific affirmative action steps, at least as extensive as
those standards prescribed in paragraph 7 of these specifications, so as to
achieve maximum results from its efforts to ensure equal employment
opportunity. If the Contractor fails to comply with the requirements of the
Executive Order, the implementing regulations, or these specifications, the
Director shall proceed in accordance with 41 CFR 60-4.8.
14. The Contractor shall designate a responsible official to monitor all
employment related activity to ensure that the company EEO policy is being
carried out, to submit reports relating to the provisions hereof as may be
required by the Government and to keep records. Records shall at least include
for each employee the name, address, telephone numbers, construction trade,
union affiliation if any, employee identification number when assigned, social
security number, race, sex, status (e.g., mechanic, apprentice, trainee,
helper, or laborer), dates of changes in status, hours worked per week in the
indicated trade, rate of pay, and locations at which the work was performed.
Records shall be maintained in an easily understandable and retrievable form;
however, to the degree that existing records satisfy this requirement,
contractors shall not be required to maintain separate records.
15. Nothing herein provided shall be construed as a limitation upon the
application of other laws which establish different standards of compliance or
upon the application of requirements for the hiring of local or other area
residents (e.g., those under the Public Works Employment Act of 1977 and the
Community Development Block Grant Program).
b) The notice set forth in 41 CFR 60-4.2 and the specifications set forth in
41 CFR 60-4.3 replace the New Form for Federal Equal Employment Opportunity Bid
Conditions for Federal and Federally Assisted Construction published at 41 FR
32482 and commonly known as the Model Federal EEO Bid Conditions, and the New
Form shall not be used after the regulations in 41 CFR Part 60-4 become
effective.
' EXHIBIT C-2
P-SPECg-33
-6 -
SECTION 8. MATERIALS
SECTION 8.1 MISCELLANEOUS
8-1.01 GENERAI. - Attention is directed to Section 6, "Control of Materials,"
of the Standard Specifications and these Special Provisions. All materials
required to complete the work under this contract shall be furnished by the
contractor.
8-1.02 RELATIVE COMPACTION - Wherever relative compaction is specified to be
determined by Test Method No. Calif. 216 or Test Method No. Calif. 312, the
relative compaction may be determined by Test Method No. Calif. 231.
SECTION 8-2 CONCRETE
8-2. COMMERCIAL QUALITY CONCRETE - Portland cement concrete shown on the
plan and in the Engineer's Estimate as Class A Commercial Concrete, Class B
Commercial Concrete, Class C Commercial Concrete or Class D Commercial Concrete
shall conform to the requirements in Section 90-10, "Minor Concrete," of the
Standard Specifications and these special provisions.
Portland cement shall be commercial quality. The Contractor need not submit a
grading of the combined aggregate to be used. A Certificate of Compliance
shall be furnished the Engineer for all ready -mixed concrete. All job -mixed
concrete will be subject to inspection by the Engineer.
Commercial quality concrete shall contain not less than the following weights
of cement per cubic yard:
Pounds/Cu. yd.
Class A Commercial Concrete 564
Class B Commercial Concrete 470
Class C Commercial Concrete 376
Class D Commercial Concrete 658
Commercial quality concrete will be measured and paid for in accordance with
the provisions specified in the various sections of the Standard Specifications
and these special provisions covering concrete construction.
SECTION 9. DESCRIPTION OF WORK
The work to be done includes, but is not limited to, installation of 590 L.F.
of reinforced concrete pipe, construction of three storm drain manholes and six
type G-3 catch basins, installing approximately 47 feet of curb and gutter,
placing approximately 45 tons of asphalt concrete paving, and other incidental
work as shown on the contract drawings.
SECTION 10. CONSTRUCTION DETAILS
10-1.01 PROGRESS SCHEDULE - Progress schedules will not be required for this
project.
P-PWd-10
-7-
10-1.02 DUST CONTROL - Dust control shall conform to the provisions in Section
10, "Dust Control," in the Standard Specifications.
10-1.03 EARTHWORK - Earthwork shall conform to the provisions in Section 19,
"Earthwork," of the Standard Specifications, except that full compensation for
all excavation and backfill shall be considered as included in the prices paid
for various items of work and no additional payment will be made therefor.
10-1.04 ASPHALT - Asphalt shall be steam refined paving asphalt viscosity
grade Alt -4000, as described in Section 92 of the Standard Specifications.
10-1.05 ASPHALT CONCRETE - Asphalt concrete shall be Type B and shall conform
to the Provisions in Section 39, "Asphalt Concrete," of the Standard
Specifications and these Special Provisions.
Asphalt concrete shall be produced from commercial quality asphalt and
aggregates. The spreading and compacting requirements of the Standard
Specifications will not apply.
The asphalt concrete shall conform to the following requirements:
1. Asphalt concrete shall be produced at a central mixing plant.
2. Aggregate shall be 1/2 inch maximum, medium grading specified in
Section 39-2.02, "Aggregate," of the Standard Specifications.
3. The amount of asphalt binder to be mixed with the aggregate shall be
between 4 percent and 7 percent by weight of the dry aggregate as
determined by the Engineer.
4. Spreading and compacting shall he performed by methods that will
produce an asphalt concrete surfacing of uniform smoothness, texture,
density and to a uniform line at the grades shown on the plans.
5. Asphalt concrete shall be spread in one operation with a self-
propelled spreader ready for compaction without further shaping.
6. Compaction shall be performed with a tandem roller weighing not less
than 8 tons.
A prime coat of liquid asphalt, SC -70 and a paint binder of asphaltic emulsion
shall be applied. Full compensation for furnishing and applying prime coat and
paint binder shall be considered as included in the contract price paid per ton
for asphalt concrete (Type B) and no separate payment will be made therefor.
10-1.06 CATCH BASINS - All catch basins shall conform to the provisions in
Section 51, "Concrete Structures," of the Standard Specifications, except that
the contract price paid for each catch basin shall indlude full compensation
for concrete, reinforcing, frames and grates, excavation and backfill, removing
and disposing of existing catch basins, and all work necessary to install catch
basins complete in place.
P-PWd-11
-8-
10-1.07 MANHOLES - All manholes shall conform to the provisions in Section 70,
"Miscellaneous Facilities," except that the contract price paid for each
manhole shall include full compensation for all concrete, reinforcing, precast
sections, frames and covers, excavation and backfill and all work necessary to
install manholes complete in place.
10-1.08 TRAFFIC CONTROL - The Contractor shall be responsible, during all
phases of work, to provide safety and convenience by use of traffic cones,
signs, lighted barricades, lights, and flagmen as described and specified in
the State of California, Department of Public Works "Manual of Warning Signs,
Lights, and Devices for Use in Performance of Work Upon Highways," latest
edition. (Section 360, California Vehicle Code, defines highways to include
streets.) The provisions of this manual will become a part of the requirements
of the contract.
Street closures shall be limited to one block at any time and access shall be
provided for local traffic and through intersections. Convenient access to
driveways, houses and buildings along the line of work shall be maintained.
Open excavations and ditches across a roadway shall be covered and guarded in
such a manner as to permit safe traffic flow during hours when no work is being
performed. The intersection at 30th Avenue and Isabelle Street may be closed
to through traffic along 30th Avenue during grading operations. The
intersection must be opened to traffic at the end of the working day. A detour
route, as determined by the Engineer, shall be provided with approved signs as
to cause the least inconvenience to the public as possible.
The Contractor shall submit a traffic control plan to the Engineer for approval
na later than 48 hours prior to the preconstruction meeting. The traffic
control plan shall show location and types of signs, warning devices,
barricades and delineators intended for use during construction. All signs,
lights, barricades, delineators, and flagmen shall be in accordance with
Chapter 5 - Traffic Controls for Highway Construction and Maintenance
Operations of the State of California Department of Transportation "Traffic
Manual" latest edition. No work shall begin until traffic control plan has
been approved by the Engineer. The decision of the Engineer regarding the
adequacy of the traffic control program shall be final.
Full compensation for traffic control shall be considered as included in the
prices paid for various contract items of work and no additional payment will
be made therefor.
10-1.09 REINFORCED CONCRETE PIPE - Reinforced concrete pipe shall conform to
the provisions in Section 65, "Reinforced Concrete Pipe," except that
reinforced concrete pipe shall be measured along the longitudinal axis between
the ends as laid and shall include the actual pipe in place and shall not
include the inside dimensions of structures. The contract price paid for
reinforced concrete pipe shall include full compensation for furnishing and
installing pipe, excavation, backfill, class B-2 bedding, concrete trench cap
construction of a junction structure, and removing and disposing of existing
pipe as shown on the contract drawings. Asphalt concrete paving over the
trench areas will be measured and paid for as asphalt concrete pavement
(Section 10-1.05).
P-PWd-12
-9-
10-1.10 CURB AND GUTTER - Concrete curb and gutter shall conform to the
provisions in Section 73, "Concrete Curbs and Sidewalks," of the Standard
Specifications, except that the contract price paid per lineal foot of curb and
gutter, as measured along the outside lip of gutter, shall include full
compensation for excavation, removing and disposing of existing curb and
gutter, forming, finishing and placing concrete, and all incidental work
necessary to install curb and gutter as shown on the contract drawings.
10-1.11 REMOVING AND DISPOSING OF MATERIALS - All concrete, asphalt concrete,
excavated material, and other material required to be removed and disposed of
by the contractor shall be hauled to the City of San Mateo Municipal Dump. No
dump fees will be charged for disposing of materials originating from the
contract site. Alternate disposal sites shall be approved by the Engineer
prior to beginning construction.
Existing catch basin grates shall be brought to the Municipal Service Center at
1949 Pacific Boulevard.
Full compensation for removing and disposing of material shall be considered as
included in the prices paid for various contract items of work and no
additional payment will be made therefor.
P-Pitd-13
-10 -
PROPOSAL TO THE CITY OF SAN MATEO
FOR CONSTRUCTION OF STORM DRAIN AND INTERSECTION GRADING - ISABELLE STREET AND
30TH AVENUE
Name of bidder
Business address
Place of residence
LOCATION
The work to be done and referred to herein is in San Mateo County, in the City
of San Mateo, California, on City lands along Isabelle Street between 29th
Avenue and 30th Avenue and shall be constructed in accordance with the special
provisions (including the payment of not less than the minimum wage rates set
forth therein) and the contract annexed hereto and also in accordance with the
California Department of Transportation Standard Plans, dated March 1977,
Standard Specifications, dated January 1978, and Equipment Rental Rates and
General Prevailing Wage Rates, the date of which will be the latest at the time
of bid opening.
The work to be done is shown upon plan entitled:
Isabelle Street and 30th Avenue Storm Drain and Intersection Grading
To the City Council, City of San Mateo:
The undersigned, as bidder, declares that the only persons or parties
interested in this proposal as principals are those named herein; that this
proposal is made without collusion with any other person, firm, or corporation
and in submitting this proposal, the undersigned bidder agrees that if it is
determined that he is the successful bidder, he will execute the noncollusion
affidavit required by the Federal requirements set forth under Section 6 of
these special provisions; that he has carefully examined the location of the
proposed work, the annexed proposed form of contract, and the plans therein
referred to; and he proposes and agrees if this proposal is accepted, that he
will contract with the City of San Mateo in the form of the copy of the
contract annexed hereto, to provide all necessary machinery, tools, apparatus
and other means of construction, and to do all the work and furnish all the
materials specified in the contract, in the manner and time therein prescribed,
and according to the requirements of the Engineer as therein set forth, and
that he will take in full payment therefor the following item prices, to wit:
P-PWd-14
I
-11-
Item Estimated Unit Total Amount
No. Description of Item Quantity Unit Price of Item
1. Furnish and Install 15" RCP CL4 60 L.F. $ $
2. Furnish and Install 18" RCP CL4 530 L.F. $ $
3. Furnish and Install Standard Storm
Drain Manhole 3 EA $ $
4. Furnish and Install Catch Basin
Type G-3 6 EA $ $
5. Remove and Replace Curb and Gutter 47 L.F. $ $
6. Asphalt Paving 45 Ton $ S
Total
Bids are required for the entire work. The amount of the bid for comparison
purposes will be the total of all.items. The total of unit -basis items will be
determined by extension of the item price bid on the basis of the estimated
quantity set forth for the item.
The bidder shall set forth for each item of work, in clearly legible figures,
an item price and a total for the item in the respective spaces provided for
this puprose. In the case of unit basis items, the amount set forth under the
"Total" column shall be the extension of the item price bid on the basis of the
estimated quantity for the item.
In case of discrepancy between the unit price and the total set forth for the
item, the unit price shall prevail, provided, however, if the amount set forth
as a unit price is ambiguous, unintelligible or uncertain for any cause, or is
omitted, or in the case of unit basis items, is the same amount as the entry in
the "Total" column, then the amount set forth in the "Total" column for the
item shall prevail in accordance with the following:
(1) As to lump -sum items, the amount set forth in the "Total" column
shall be the unit price.
(2) As to unit basis items, the amount set forth in the "Total" column
shall be divided by the estimated quantity for the item and the price
thus obtained shall be the unit price.
If this proposal shall be accepted and the undersigned shall fail to contract
as aforesaid and to give the 2 bonds in the sums to be. determined as aforesaid,
with surety satisfactory to the City Clerk, within 8 days, not including
Sundays and legal holidays, after the bidder has received notice from the City
that the contract has been awarded, the City may, at its option, determine that
the bidder has abandoned the contract, and thereupon this proposal and the
acceptance thereof shall be null and void and the forfeiture of such security
accompanying this proposal shall operate and the same shall be the property of
the City of San Mateo.
P-PW'd-15
-12 -
Accompanying this proposal is
(NOTICE: Insert the words "cash (S )," cashier's check,"
"certified check," or "bidder's bond," as the case may be.) in amount equal to
at least ten percent of total of the bid.
The names of all persons interested in the foregoing proposal as principals are
as follows:
IMPORTANT NOTICE If bidder or other interested person is a
corporation, state legal name of corporation, also names of the president,
secretary, treasurer, and manager thereof; if a copartnership, state true name
of firm, also names of all individual copartners composing firm; if bidder or
other interested person is an individual, state first and last names in full.
Licensing is not a requirement in order to bid on Federal Assistance Contract
but is a requirement to receive payment.
SIGN
HERE
Signature of Bidder
NOTE: If bidder is a corporation, the legal name of the corporation shall be
set forth above together with the signature of the officer or officers
authorized to sign contracts on behalf of the corporation; if bidder is a
copartnership, the true name of the firm shall be set forth above together with
the signature of the partner or partners authorized to sign contracts in behalf
of the copartnership; and if bidder is an individual, his signature shall be
placed above. If signature is by an agent, other than an officer of a
corporation or a member of a partnership, a Power of Attorney must be on file
with the Department prior to opening bids or submitted with the bid; otherwise
the bid will be disregarded as irregular and unauthorized.
Business address
Place of business
Dated
, 19
P-Pwd-16
-13 -
BIDDER'S CERTIFICATION OF AFFIRMATIVE ACTION
FOR EQUAL EMPLOYMENT OPPORTUNITY
certifies that:
(Bidder)
1. it intends to use the following listed construction trades in the work
under the contract
; and
2. (a) as to those trades set forth in the preceding paragraph one hereof for
which it is eligible under Par. I of these Bid Conditions for participation
in the Area Plan listed Section 5-3 "Area Affirmative Action Plan," of the
special provisions, it will comply with the Area Plan on all construction
work (both federal and non-federal) in the area described in said Section
5-3 within the scope of coverage of that Plan, those trades being:
, and/or
(b) as to those trades for which it is required by these Bid Conditions to
comply with Part II of these Bid Conditions, it adopts the minimum minority
manpower utilization goals and the specific affirmative action steps
contained in said Part II, for all construction work (both federal and non-
federal) in the area described in said Section 5-3 subject to these Bid
Conditions, those trades being:
; and
3. it will obtain from each of its subcontractors and submit
prior to the award of any subcontract under this contract
certification required by these Bid Conditions.
to the Engineer
the subcontractor
(Signature of authorized representative of bidder)
P-PWd-17
-14 -
CERTIFICATION WITH REGARD TO THE PERFORMANCE OF PREVIOUS CONTRACTS OR
SUBCONTRACTS SUBJECT TO THE EQUAL CLAUSE AND THE FILING OF REQUIRED REPORTS
The bidder , proposed subcontractor , hereby certifies that he has
, has not , participated in a previous contract or subcontract
subject to the equal opportunity clause, as required by Executive Orders 10925,
11114, or 11246, and that he has , has not , filed with the Joint
Reporting Committee, the Director of the Office of Federal Contract Compliance,
a Federal Government contracting or administering agency, or the former
President's Committee on Equal Employment Opportunity, all reports due under
the applicable filing requirements.
(Company)
By:
(Title)
Date:
Note: The above certification is required by the Equal Employment Opportunity
Regulations of the Secretary of Labor (41 CFR 60-1.7 (b)(1)), and must be
submitted by bidders and proposed subcontractors only in connection with
contracts and subcontracts which are subject to the equal opportunity clause.
Contracts and subcontracts which are exempt from the equal opportunity clause
are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of
$10,000 or under are exempt.)
Currently, Standard Form 100 (RBC-1) is the only report required by the
Executive Orders or their implementing regulations.
Proposed prime contractors and subcontractors who have participated in a
previous contract or subcontraact subject to the Executive Orders and have not
filed the required reports should note that 41 CFR 60-1.7 (b)(1) prevents the
award of contracts and subcontracts unless such contractor submits a report
covering the delinquent period or such other period specified by the Federal
Highway Administration or by the Director, Office of Federal Contract
Compliance, U. S. Department of Labor.
P-PWd-18
-15 -
(This affidavit shall be executed by the successful bidder in accordance with
instructions in the Federal Requirements in this booklet, but bidder may
execute the affidavit on this page at the tice of submitting his bid.)
NONCOLLUS10N AFFIDAVIT
To the City of San Mateo, Department of Public Works,
The undersigned in submitting a bid for performing the following work by
contract, being duly sworn, deposes and says:
That he has not, either directly or indirectly, entered into any agreement,
participated in any collusion, or otherwise taken any action in restraint of
free competitive bidding in connection with such contract.
CONSTRUCTION ON Storm Drain and Intersection Grading - Isabelle Street and
30th Avenue
IN San Mateo
Signature of Bidder
Business Address
Place of Business
Subscribed and sworn to before me this
day of 19
Notary Public in and for the County of
, State of California.
My Commission Expires , 19
P-PWd-19
L
-16-
CITY OF SAN MATEO, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
Know All Men by These Presents,
That we
, as PRINCIPAL, and
as SURETY, are held and firmly bound unto the City of San Mateo in the penal
sum of TEN PERCENT (10%) OF THE TOTAL AMOUNT OF THE BID of the Principal above
named, submitted by said Principal to the City of San Mateo acting by and
through the Department of Public Works for the work described below, for the
payment of which sum in lawful money of the United States, well and truly to be
made to the Director of Public Works to which said bid was submitted, we bind
ourselves, our heirs, executors, administrators and successors, jointly and
severally, firmly by these presents. In no case shall the liability of the
surety hereunder exceed the sum of $
THE CONDITION OF THIS OBLIGATION IS SUCH,
That whereas the Principal has submitted the above -mentioned bid to the
City of San Mateo, as aforesaid, for certain construction specifically
described as follows, for which bids are to be opened at
(insert only, name of
, California, on
city where bids will be opened) (Insert date of bid opening)
for
(Copy here the exact description of work, including location, as it appears on
the proposal)
NOW, THEREFORE, If the aforesaid Principal is awarded the contract and,
within the time and manner required under the specifications, after the
prescribed forms are presented to him for signature, enters into a written
contract in the prescribed form, in accordance with the bid, and files two
bonds with the City of San Mateo, one to guarantee faithful performance and the
other to guarantee payment for labor and materials, as required by law, then
this obligation shall be null and void; otherwise, it shall be and remain in
full force and virtue.
IN WITNESS WHEREOF, We have hereunto set our hands and seals on this
day of , A.D. 19
P-PWd-20
-17 -
Principal
(Seal)
(Seal)
(Seal)
(Seal)
(Seal)
(Seal)
Surety
Address
Note - Signatures of those executing for the surety must be properly
acknowledged.
P-PNd-21
-18 —
DEPARTMENT OF PUBLIC WORKS
CONTRACT NO.
FOR CONSTRUCTION OF STORM DRAIN AND INTERSECTION GRADING — ISABELLE STREET AND
30TH AVENUE.
THIS AGREEMENT, made and concluded, in duplicate this
day of , 19
between the thereof,
party of the first part, and
Contractor, party of the second part.
ARTICLE I. WITNESSETH, That for and in consideration of the payments and
agreements hereinafter mentioned, to be made and performed by the said party of
the first part, and under the conditions expressed in the 2 bonds, bearing even
date with these presents, and hereunto annexed, the said party of the second
part agrees with the said party of the first part, at his own proper cost and
expense, to do all the work and furnish all the materials, except such as are
mentioned in the specifications to be furnished by said party of the first
part, necessary to construct and complete in a good, workmanlike and
substantial manner and to the satisfaction of the Department of Public Works,
City of San Mateo, in accordance with the special Provisions hereto annexed and
also in accordance with the California Department of Transportation Standard
Plans, dated March 1977, Standard Specifications dated January 1978, and
Equipment Rental Rates and General Prevailing Wage Rates, the date of which
will be the latest at the time of bid opening, which said Special Provisions,
Standard Plans, Standard Specifications, and Equipment Rental Rates and General
Prevailing Wage Rates are hereby specially referred to and by such reference
made a part hereof.
The work to be done is shown upon plans entitled:
ISABELLE STREET AND 30TH AVENUE STORM DRAIN AND INTERSECTION GRADING
•
P—PWd-22
-19 -
ARTICLE II. The said party of the first part hereby promises and agrees with
the said contractor to employ, and does hereby employ, the said contractor to
provide the materials and to do the work according to the terms and conditions
herein contained and referred to, for the prices hereinafter set forth, and
hereby contracts to pay the same at the time, in the manner and upon the
conditions herein set forth; and the said parties for themselves, their heirs,
executors, administrators, successors and assigns, do hereby agree to the full
performance of the covenants herein contained.
ARTICLE III. The statement of prevailing wages appearing in the Equipment
Rental Rates and General Prevailing Wage Rates is hereby specifically referred
to and by this reference is made a part of this contract. It is further
expressly agreed by and between the parties hereto that should there be any
conflict between the terms of this instrument and the bid or proposal of said
contractor, then this instrument shall control and nothing herein shall be
considered as an acceptance of the said terms of said proposal conflicting
herewith.
ARTICLE IV. By my signature hereunder, as contractor, I certify that I am
aware of the provisions of Section 3700 of the Labor Code which require every
employer to be insured against liability for workmen's compensation or to
undertake self-insurance in accordance with the provisions of that code, and I
will comply with such provisions before commencing the performance of the work
of this contract.
ARTICLE V. And the said contractor agrees to receive and accept the
following prices as full compensation for furnishing all materials and for
doing all the work contemplated and enbraced in this agreement; also for all
loss or damage, arising out of the nature of the work aforesaid, or from the
action of the elements, or from any unforeseen difficulties or obstructions
which may arise or be encountered in the prosecution of the work until its
acceptance by the Department of Public Works, and for all risks of every
description connected with the work; also for all expenses incurred by or in
consequence of the suspension or discontinuance of work and for well and
faithfully completing the work, and the whole thereof, in the manner and
according to the plans and specifications, and the requirements of the engineer
under them, to wit:
Item Estimated Unit Total Amount
No. Description of Item Quantity Unit Price of Item
1. Furnish and Install 15" RCP CL4 60 L.F. $ $
2. Furnish and Install 18" RCP CL4 530 L.F. $ S
3. Furnish and Install Standard Storm
Drain Manhole 3 EA $ $
4. Furnish and Install Catch Basin
Type G-3 6 EA $ $
5. Remove and Replace Curb and Gutter 47 L.F. $ $
6. Asphalt Paving 45 Ton $ $
Total
" . . ;
- 2 0 -
A R T I C L E V I . T h e i m p r o v e m e n t c o n t e m p l a t e d i n t h e p e r f o r m a n c e o f t h i s c o n t r a c t
i s a n i m p r o v e m e n t o v e r w h i c h t h e S t a t e o f C a l i f o r n i a s h a l l e x e r c i s e g e n e r a l
s u p e r v i s i o n . T h e S t a t e o f C a l i f o r n i a t h e r e f o r e s h a l l h a v e t h e r i g h t t o a s s u m e
f u l l a n d d i r e c t c o n t r o l o v e r t h i s c o n t r a c t w h e n e v e r t h e S t a t e o f C a l i f o r n i a , a t
i t s s o l e d i s c r e t i o n , s h a l l d e t e r m i n e t h a t i t s r e s p o n s i b i l i t y t o t h e U n i t e d
S t a t e s s o r e q u i r e s .
I n W i t n e s s t h e r e o f , T h e p a r t i e s o f t h o s e p r e s e n t h a v e h e r e u n t o s e t t h e i r h a n d s
t h e y e a r a n d d a t e f i r s t a b o v e w r i t t e n .
D E P A R T M E N T O F P U B L I C W O R K S
B Y
A p p r o v e d
B y
A p p r o v e d a s t o F o r m a n d P r o c e d u r e .
A t t o r n e y
D a t e d , 1 9
C o n t r a c t o r
B y
P - P W d - 2 4
PICK HOLE
IW BLIND PICK HOLE
MACHINED
SURFACES
COVER
MACHINED FOR PERFECT PLAN
NO -ROCK FIT
ti
211"
16
I" BLIND PICK HOLE
I F•-
It-- -
26�
25j
251 �!
32 z"
24'
312 --
SECTION
A.S.T.M. GRID PATTERN
re
4f
tin
16
NOTE: PINKER TON FOUNDRY MODEL A-640 OR SIMILAR
PHOENIX IRON WORKS MODEL P-4001 OR APPROVED
EQUAL.
SAN MATEO
STANDARD
TYPE B MANUOL FRAME S COVER
DATY
1913
0
DRAWN M
RUJ
CHIC. SY
LDJ
CALIFORNIA
PLAN CAR
9/z4 /711 3
CITY[NOIN[G
DRAWM
*RR
107
L''2"31 SF.
14
Catch basin 3-3" 31-13/8
'0x12 at
I Ono. c. for •G3
, . Goly
:it
Normal gutter__
---------
Type"3" Frame 8
Grate- See Note I
Set toce of angle
in plane of curb
560- 8.3250 Concrete
up
3"* Rodi us
`Subgrode-undisturbe-= '"
earth or crushed rock •-
SECTION A -A
8"
- -1
.ft:4 3y44
DOWEL DETAIL
Dowels not required when
sidewalk and top of basin
are poured monolithicly
`.Curb
'- ur
fop
8
Full weld` •Nt
ANCHOR DETAIL
SECTION B -B
3'
't••• -Normal gutter grade
Depress 2" bq�krw
normol gutter
Flow
DEPRESSION DETAIL
(To be used unless otherwise specified on pion)
STEEL LIST
Coteh
basin
type
r taw
x $
Li
o.
L'NC
x_o
_ L7
r
O
ND
a li
Anchors
Dowels
G-3"
3
3-d'r30
2
2
NOTES
I. Far detoits oft a "3' frame and grate
see Dwg.3-I-I25
2 Connection pipes to be locc'ed according
to plans and bottom of bosin to be sloped
to outlet.
3. Ail reinf, steel to be I inch cieor.
To be used by speciol permission from City Engineer.
SAN MATEO
STANDARD
TYPE "G-3" CATCH BASIN
CALIFORNIA
DATE
1973
DRAWN BY
RUJ
CI -W. SY
JEG
APPROVED
CITY ENGINEER
PLAN CASE
3
DRAWER
23
FRAME DETAIL
v n -3/&x2 t/2Struct. rode SteetBars(2 required)
0.
d
a
D:
J
1
J
1
I
3/t x 2 14 Slruct Grade Steel Bors 18required)
116 v
GRATE DETAIL
"T
N
Revised 4'72.
SECTION A -A
NOTES
I. Top and bottom surfoces
of grate lobe ground
flush after welding.
2.All metal surfaces shollbe
hot dipped galvonited in
accordance with ASTId
All
fabricating, shearing,
bending, and welding
shot! be done before
galvanizing.
3.Frome and grate
assembly shall be
assembled in shop
be ore delivery.
as
N
G-1 r
SECTION A
A Dia. Struct.Grade Steel Bar, Arc or
4 Resist. Weld of every 4th Bor.
STANDARD CATCH BASIN •
FRAME a GRATE DETAIL,TYPE "3"
SAN 7AASL0. CALIF.
CAit
CRAv:N I?
Cllx. ST
Alr).JviD
/
1973
C.P.W.
J.E.G.
'` C
PLAN CASE
PRAW:ER
SeitEi
egiha,
• i�yY it„-.e.t la
'3
1
125
Plain or reinforced
concrete pipe or C.M.P.
7--
o
eeddmg of -t.._
:niet ppe =�
BOCkhll with t 3.5
mix concrete Or
compact soil to
relative density
required by
speciticotions
undisturbed earth
Min. beano
surface: V2 0.0
SECTION C —C
Round edges of concrete
ape or R.0 P.
chip pipe to surface
of concrete and
round edges
't 0°1045°
t Teen acut ) pA
to surface of concrete
• ,•
Pipe
bedding
SECTION B-8
SECTION A 1A
CASE I -SIDE INLET
B
NOTES
CASES I 02
I. 0 shoe be 24. or less. Fa larger values of b use Transition
structure
2. In no case shall the outside diameter of inlet pipe exceed
one-half the inside diameter of the morn storm lint
3 Centerline of inlet shall be an rodreus of main $lam line
except where elevation s is shown on project droving.
a The minimum opening into the existing storm drain shalt
be the Outside drcmeter of the connecting pipe plus
ore inch
5. An corrugated metal pipe and fithngs sholl be goleonired
CASE 2
PLAN
For Outlet see Standard
tacit basin plans
1:3t5 mu
Concrete encoseme
CATCH BASIN
ABOVE
STORM DRAIN
vanes to suit
conditions
SECTION
CASE 3- SADDLE CONNECTION
CASE 3
r Connections to pipes 21"0r less in drometer without Junction
structures Or pre -cost v branches shall be mode with saddles.
2. Trim or cut saddle to fit ',ugly over the outside of the main
pioe.ond so its axis will be on the line and grade of the
connecting pipe.
3, The opening into the pipe shall be cut and trimmed to fit the
saddle so that no port will project within the bore of the
saddle pipe.
4 The connecting pipe shall be supported as shown r' Tcses
ad2.
SAN MATEO
JUNCTION STRUCTURE (S1ORM DRAIN)
CALIFORNIA
OAT[
DAWN SY
ci1t SY
APP*OYED -
1973
RUJ
J EG
CITY (PIGINCEA
- KAN CAti
3
RAWER
SHUT
130
0
n
r
Or
rn
n
-i
O
(. 0
)I' 1VM 3QIS GNV
TYPE "B" TO BE USED ONLY INSPECIAL CASE WIT HPE RMISSION FRO M CITY ENGINEER
s' o"
520-8-25 00 C oncr ete
Slope 4 per foot
Subgrode compactio n
2" Sand or 3" compacted -
BYE
crushed rock or grovel-'=- ••
+ —--- 5'0"
Slope 4- per foot
Subgrade compoction
TYPE " A" 2" Sand or 3"
. co mpa cted crushed
ro ck or grave l
2'6"
stope ( per foot
2'6"
Batter rpm* f oot .
Slope t aper toot
•
Curb Grade
8otter I" to 12"
Curb Grade
•8otter I" to 12 "
520-8-2500 C oncrete
NOTE'
When working over Boy mud : Weight of bockfil including pipe and contents shall not exceed
wetgM of moteriol excavated.
BEOOIAG- CLASSES ANC TRENCH BACKFILL MATERIALS
Bedding' Close
A - 2
A- 1
A
A-0
8- 2
B - I
C
0
Load Factor
4.5
3.2
3.0
2.3
1.9
I.5
1.5
t.t
i
Bockfill Materials
O
Street Areas - 2"Asphott Concrete and 6" 520, 8- 2500 Concrete at
8" 520. 8:- 2500 Concrete
Unimproved Areas - Aggregate Bose of Native Material, as directed
by the Engineer
O
Crushed Aggregate Base or Approved Native Material, os directed by
the Engineer.
O3
Vibrated Canaille
Crushed Aggregate Bose or Approved Native Moteriol,
except Quarry Fines or Sand for V.G.P. and A.C.P.
Vibrated Concrete
aryFinee
ar Sam
Q A�regote OFse or
t&rrveFmNOes rr tgsn iol. acep
V. C_ fl and A. G. P, iefr
O
VWofed
Canamee
Quarry Frees
or Sand
or groin
Rock
Vibrated
Concrete
Quarry Fines or Sond or 3/4" max crushed rock
STANDARD TRENCH DETAIL
ben
1978
MAWS IV
G.J.
00
EJS
SAM MATEO, CALIF.
TNQ
5.40
153
5'- 0"
Street grade � I I Standard frame and cover
520- C• 2500 concrete slob
NOTES:
I. Concrete slob oround costing shall
be o concentric circle in streets
2. Concrete slob around costing shall be
square and formed with lumber in
eosements.
3. Toper "shell" 1/2" per. It.lowords
channel.
C/TY
OF SAN MATED
SECTION A - A
SECTIONAL ELEVATION
520-C-2500 concrete base
CALIFORNIA 94403
STANDARD PRECAST ECCENTRIC MANHOLE
DA7E
1978
DRAWN BYI CHECKED
G. J.
APPROVED CASE DRAWER SET
Aeteleyt4.e 3 ! 1 1O4a
a91 EA/M/VEER
CITY OF SAN MATEO
DEPARTMENT OF COMMUNITY DEVELOPMENT
ENVIRONMENTAL ASSESSMENT FORM
(Pursuant to Public Resources Code Section 21000 et sec.)
Based on the project information submitted in Section 1 General Data, the Planning Staff
will use Section 2 Exemption to determine the specific type of exemption that applies.
EA No. 7C)oa
SECTION 2. EXEMPTION - - - to be completed by the PLANNING STAFF
Name of project or applicantr A3`t r
A. Ministerial Project 0 involving only the use of fixed standards or objective measurements
without personal judgment.
B.
Categorical Exemption
d1. Existing facility
0 2. Replacement or reconstruction
New construction of small structure
❑ 4. Minor alterations to land
0 5. Alterations in land use limitation
Information Collection
Actions by regulatory agencies for
protection of natural resources.
❑ 8. Actions by regulatory agencies for
protection of the environment
❑ 9. Inspection
❑ 10. Loans
❑ 3.
❑ 11.
Accessory structures
❑ 12. Surplus governmental properly
sales
❑ 13. Acquisition of lands for wild-
life conservation purposes.
0 6. ❑ 14. Minor additions to schools
0 7. 0 15. Functional equivalent of an EIR
0 16. Transfer of ownership of land in
order to create parks.
❑ 17. Open space contracts or easements.
0 18. Designation of.wilderness areas.
❑ 19. Annexations of existing facilities
and lots for exempt Facilities.
0 20. Changes in organization of local
agencies.
C. Emergency Project 0 involving o sudden, unexpected occurrence, with a clear and immi-
nent danger, demanding action to prevent or mitigate loss of, or damage to, life, health,
property, or essential public services.
D.
Comments:
tstot C &)
tt, •SrATI- t--112 C\3;Qt L.4., s ti .lgr.
Signature and date:
Nome and Title: "wee
�PL�STT. caM..r12Q'. Iri Gri-t- AV
C le) ci
r II
iJe
EA Form 2-77
Engineering
Department
Coordination
Sheet
Engr. Dept.
Originator
Init.
4h
dalifornia Water Service Company
d01 South 8 Street
:an Mateo, CA 94401
ttn: Mr. Wayne Hollenbeck
Gentlemen:
.Caeral atad
ro
n
0
November 15, 1978
Enclosed are two copies of the preliminary plans for the ;gahellQ qtrget
and 30th Avenue storm drain. We believe that conflicts may exist between
the proposed 18 -inch storm drain and the existing 4 -inch CIP at 29th Avenue
and the 6 -inch CIP at 30th Avenue. Please determine ghe depth of your
lines at these locations and return one set of plans with this information
shown.
If you have questions or comments please call Frank Casteleneto at
574-6790.
Very truly yours,
ROBERT G. BEZZANT
DIRECTOR OF PUBLIC WORKS
ELMER J. SCHAAL
ASSOCIATE ENGINEER
RGB:EJS:ro
Enclosure
ELF COPY
PACIFIC GAS AND
IP all' 'iIE, -±-
1970 INDUSTRIAL WAY
October 12, 1978
City of San Mateo
Dept. of Public Works
330 West 20th Avenue
San Mateo, CA 94403
Gentlemen:
ELECTRIC
• BELMONT, CALIFORNIA
30th & Isabelle Storm Drain Project
COMPANY
94002 • (415) 592.9200
NIrs
16 794
PUBS C �S O
DEPT
Attached are the delineations of PGandE's gas facilities in your
project area. All electric facilities are overhead. Generally
the gas facilities are 15" to 30" deep, depending on the history
of the area as to whether grading or resurfacing has been done.
When your contract is awarded for this job, we would appreciate
having your contractor contact Underground Service Alert at 800
642-2444 (Toll Free), at least 48 hours prior to construction,
so that we can arrange to have our facilities marked in the field.
If you have further questions, please contact our District Gas
Engineer, Mr. P. J. Michaels at 592-9200, extension 436.
Sincerely,
w
. B. c24,,.' .
W. B. Clinch
District Manager
Engineering
Department
Coordinati.cn
Sheet
Engr Dept.
Originator
Init.
yr.
Dep
P.
San
♦r
.Atte
T. R. Lammers, District Director
tuent of Transportation
. Box 3366 Rincon Annex
Francisco, CA 94119
ntion: Mr. Bob Gomez,
City and County
Liaison Engineer
Dear yr. Lammers:
October 11, 1978
Re: Isabelle Id Thirtieth Avenues
Storm Drain Modification
SOS Project
Enclosed are two copies of the Field Review Form and sketches of the
proposed project.
Please schedule our field review as soon as practical. October 24 is
fine, as we discussed on October 10.
RGB:EJS:hh
Enclosures
Very truly yours,
ROBERT G. BEZZANT
DIRECTOR OF PUBLIC WORTS
ELMER J. SCHAAL
ASSOCIATE ENGINEER
COPY
t
District
Four
FIELD REVIEW FORM
Federal Route #
State Route #
Local Agency City of San Mateo
Road Name Isabelle Ave.
Federal -Aid System
No
Area Urban / Urbani-zed / Rural
1. LIMITS
County Road f
Bridge Name
Bridge #
EXHIBIT 05 -la
Date 8/14/7sanuary 1977
(attach a sketch Vicinity map)
2. PROPOSED IMPROVEMENT storm drain NET LENGTH .104 MILES(0.0)
(Gr. Surf. Drainage, Structures, Etc.). -
3. PROPOSED FUNDING: Federal -Aid (FAS, FAU etc.) scs
State Highway Funds fifes-/ No
Matching ratios (%) State City County Other
4. COST BREAKDOWN
Preliminary Engineering Total Cost Federal Partic. *
Preliminary R/W work I Yes / No
Design C 111R -7 -Ho
Advertise and Award $--- Yes / No
Construction $ Yes / No
Constr. Engr. • $ Yes / No _
R/W Acq. No. of Pcls I Yes Tiskr
RAP No. of Fmls 37__— Yes / No
No. of Bus. $ Yes / No
Utilities (Not contract Items) C Yei / No
TOTAL $ Yes / No
5. DESCRIPTION ** EXISTING FACILITY PROPOSED FACILITY **
When Constructed
Surface Type Ac
Surface Width 26 ft.
Number of Lanes 2
Shoulder Widths
Median Width
Buildings Affected Yes /-Ne•
Relocation Housing Study Required Yes /-Ne
Access Control Yes / -kr
Possible Exceptions to AASHTO Design Standards or Approved Modifications
None
6. TERRAIN Flat
(Flat, R6TTing, Mountainous)
7. TRAFFIC DATA
Present ADT 800 Year 1978 Future ADT 1000 Year 49- 2000
Design Speed 25mah DHV N/A Percent Trucks 0.5%
Remarks:
* Describe non -part. work and limits under ''Remarks" on Page 5
** Attach a sketch of a typical section for both existing and proposed.
OLA 430 11-75
EXHIBIT 05 -lb
January 1977
INSTRUCTIONS
IDENTIFICATION DATA
If there is no county road number, State route nor bridge
involved enter N.A. (Not Applicable) on the appropriate lines.
Item 1 - Project limits, i.e.: Between "A" Street and "B" Street, at
the intersection of "A" Street or at the Rio Grande River.
Item 2 - Briefly describe the proposed work. Example: Widening and
signals. Indicate the length of project to the nearest
one -tenth mile. If project is a spot location use 0.1 mile.
Item 3 - Fill in type of Federal -aid funds. Funds apportioned such
as the State's share of FAS funds are considered Federal -aid
funds. Matching ratio refers to the portion of the contract
which is the responsibility of an agency other than the lead
agency and there will be a financial contribution by the
other agency.
Item 4 - If participation is requested for both design and advertising
and awarding, a breakdown of cost is not required. -Just
enter "Incl. in above" for advertising and award. Construc-
tion engineering is limited to 15% of the construction cost.
Under Federal Participation indicate percentage of work if a
portion of the work is not eligible for Federal participation.
Item 5 - Relocation Housing Study always required when families are
to be relocated. Buildings Affected - A breakdown of number,
- type, and disposition of the affected buildings.
Example: 2 -Single Family Units - Demolish; 1 -Store -Remodel.
Item 6 - Self explanatory.
Item 7 - Future ADT is for a period of 20 years rounded to a number
divisible by 5, i.e., 1990, 1995, or 2000.
EXHIBIT 05-1c
January 1977
8; .DEFICIENCIES OF EXISIiNG FACILITY
' Structural 0 Grade
Alignment ;]
Accident Record ❑
Culverts 0
Bridge ❑
Remarks: A dangerous depression in road exists due to a valley gutter
crossing 30th Avenue.
9. DESCRIPTION OF CONTIGUOUS SECTION
S/W end Surface Type Ac
N/E end Surface Type AC
Remarks:
Surface Width 26' Sho. Width N/A
Surface Width 26' Sho. Width N/A
10. AGENCIES AFFECTED (Check and describe under remarks or on attached sheets)
Telephone Co. Irrig. Dist. Communities
Sanitary Co. Water Develop. x Power Co. x
Reel. Dist.
Assessment Dist. involved
Other (Describe)
Remarks: Existing P G & E and California Water Service Company+ facilities
crossing_tha proposed storm drain will have to be protected during
construction..
11. MAJOR UTILITY ADJUSTMENTS:
None
Remarks:
Hazardous Underground Utilities:
12. PERMITS REQUIRED:
Fish & Wildlife Resources
Corps of Erigineers(404)
Navigable Stream (Coast Guard)
13. ENVIRONMENTAL:
Envir. Impact Statement
Negative Declaration
Non Major Action (List Type) c.E.
14. REGIONAL PLANNING AGENCY (IM 50-3-71]
Coastal Protective Zone
State Land Commission
PED. FACILITIES(STATE ARCHITECT)
Historical Monuments
Public Recreation Land (4F)
Exemption (List Class) 15103
N/A
15. CLEARINGHOUSE NOTICES (A-95): State N/A
16. PUBLIC HEARING:
1. Public Hearing i-s , is
2. Location Design
3. Notice of Opportunity is
4. Location Design
5. Location --Design
Areawide NIA
not required.
C ination
, is not required.
Combination
Study Repor Requ i—
EXPLAIN: (Discuss alternatives)
Hearing required.
Approval Required.
red .
EXHIBIT 05-1d
January 1977
INSTRUCTIONS
IDENTIFICATION DATA
Item 8 - Place check in box provided after deficiency. Give a brief
explanation of the deficiency under remarks.
Item 9 - Include information on the southerly or westerly end on the
first line and the northerly or easterly end on the second line.
Surface width means total paved surface width. Shoulder width
means from the outside edge of traveled lane to the edge of
the paved surface. If right and left shoulders are different
widths, list both.
Item 10 - Check agencies affected, and under remarks list name of affected
agencies and a brief description of the work.
Item 11 - If federal participation is requested, give the name of owner
and a description of the work. If there is no federal participa-
tion for utility relocation, mark N.A. (Not Applicable).
Item 12 - Indicate by "yes" or "no" in each space provided whether or
not applicable to this project.
Item 13 -
Item 14 -
Check environmental action required and complete and attach the
environmental evaluation. (See Local Programs Manual, Vol. 3,
APPENDIX. F).
If the project is in an area covered by a Regional Transportation
Planning Agency (RTPA) enter date of approval. If not enter
N.A. (Not Applicable).
Item 15 - -Enter dates of filing with State
the anticipated dates of filing.
CEQA enter N.A. (Not Applicable)
Areawide. (Use CA -189 Form).
Item 16 - Self explanatory.
and Areawide Clearinghouse or
If the project is exempt under
in the spaces after State and
EXHIBIT 05 -le
January 1977
17. TRAFFIC SIGNALS None ( 0 )(If new, attach Warrant Sheets )
18. NO. OF MAJOR STRUCTURES None (See description on attached form)
19. RAILROADS None (See description on attached form)
20. AIRPORTS None (See description on attached form)
21. TRANSIT DISTRICT(S)
22. FLOOD PLAIN ENCROACHMENT (See FHPM 673.2) Yes/No-
23. UNUSUAL DRAINAGE PROBLEMS Yes/No-
24. ADMINISTRATION BY:
Prepare PS&E City of San Mateo
Right -of -Way Acquisition
Not required
Advertise & Award City of San Mateo
Provide Resident Engineer for:
Roadwork
Bridges
City of San Mateo
Pay Contractor
Maintain
Not required
City of San Mateo
City of San Mateo
25. PROPOSED ADVERTISING DATE:
26. REMARKS:
March 30, 1979
27. FIELD REVIEW REPRESENTATIVES CONCURRENCE
Local Agency: Date
CALTRANS District: Date
FHWA: Date
EXHIBIT 05-1f
January 1977
INSTRUCTIONS
Item 17 - Give the total number of signalized intersections and the
number of new installations in parentheses.
Items 18-20 -- Self explanatory.
Item 21 - Give name of Transit Districts involved in project study.
Items 22-23 -- Self explanatory.
Item 24 - Indicate name of agency who will be responsible for
administration of the various phases.
Items 25-27 -- Self explanatory.
8-76520
EXHIBIT 05-1g
January 1977
28. LIST OF ATTACHMENTS
(Examples of Attachments 1-4 are included)
1. Major Structure Data Sheet (if applicable)
2. Railroad Grade Crossing Data Sheet (if applicable)
3. Airport Data Sheet (if applicable)
4. Field Review Attendance Roster
5. Vicinity Map
6. Typical Section(s)
7. A sketch of each Alternate of the Proposed Improvement
8. Signal Warrants (if applicable)
9. Environmental Evaluation
10. Public Interest Statement to do work by other than
contract (See Section 22 of this manual).
BRIDGE NAME
ROAD NAME BR.NO.
STRUCTURE: LOCATION
Existin Pro'osed
Type I
Width
Length
Spans (No. & Length) 1
Sidewalks or bikeways '
Rail Type i
APPROACH WIDTH
DEFICIENCIES OF EXISTING:
EXHIBIT 05-1h
January 1977
ATTACHMENT 1•
TA
(SeparateJsheetOR Rforeach
URE Astructure)
PROPOSED TREATMENT OF SUBSTANDARD STRUCTURE TO REMAIN:
UTILITIES AT SITE:
HAZARDOUS PIPELINES AT SITE:
PARALLEL BRIDGES:
Median Width Median Treatment
Approach Width Type
FOUNDATION INVESTIGATION BY:
HYDROLOGY STUDY BY:
DETOUR OR STAGE CONSTRUCTION:
ESTIMATED COST: ----
Structure
--- Supplemental Work
Detour Bridge Removal
AGENCY PROVIDING R.E. FOR BRIDGE WORK:
Local State
REMARKS:
Name of Railroad:
Location
ATTACHMENT 2
RAILROAD GRADE CROSSING DATA
(Separate Sheet for Each Crossing)
EXHIBIT 05-li
January 1977
Name of Road
Vehicular Traffic:
Daily traffic using crossing
Speeds MPH
City or County Xing No.
No. of Lanes
No. of Exist. Tracks: Main Line Branch Line Passing Other
No. of Future Tracks:
No. of Trains daily: Passenger Freight Total
Maximum Speeds: Passenger Freight
Protection in Place:
Protection Proposed:
Skew of Xing: Min. Sight Dist.*
Trains at Night, if any:
Seasonal Train Traffic, if any:
Ten Year Accident Record:
Accidents
Killed Injured
Railroad benefit determination and basis (FHPM 662.1 Paragraph 6)
Has Local Agency Requested or Received PUC Decision re:
Crossing Protection required?
Protective devices proposed by Local Agency
Proposed financing of crossing protection
Does Local Agency propose to finance automatic crossing protection as
a G. project using 100% Federal Funds?
Sketch showing relationship of old and new Xing.
* Along the track when driver is 100 feet from Xing.
ATTACHMENT 3 EXHIBIT 05-1j
January 1977
AIRPORTS
(Separate Sheet for Each Airport)
NAME
LOCATION
RUNWAY:
DIRECTION
DISTANCE FROM PROJECT
SLOPE RATIO
FAA FORM 7460-1
REMARKS:
EXHIBIT 05-1k
January 1977
NAME
ATTACHMENT 4
FIELD REVIEW ATTENDANCE ROSTER
ORGANIZATION
ENVIRONMENTAL EVALUATION APPENDIX F
(Initial Study) 1975-1
Sheet 1 of 3
District Four
Road Name Isabelle Ave.
Local Agency City of San Mateo State Rte. # -
Project Number County Road # -
Bridge Name - Bridge # -
LIMITS
PROPOSED IMPROVEMENT Storm drain NET LENGTH .104 MILES (0.0)
(Gr. Surf. Drainage, Structures, Etc.
Poten- Not
tially Deter- NO
Yes mined
1. Does it have the potential to degrade significantly
the quality of, or curtail the range of, the
environment? - X
2. Will it substantially affect a rare or endangered
species of animal or plant, or habitat, or cause
substantial interference with the movement of any
resident or migratory fish or wildlife species?
3. Will it result in significant detrimental
effect on:
(a) air quality
(b) water quality
(c) ambient noise levels
(d) public water supply system
4. Will it cause substantial flooding, erosion,
or siltation? -
5. Is the project subject to major geologic hazards?
6. Does it appear that any feature of the project,
including aesthetics, will generate major public
controversy?
7. Is the action likely to be highly controversial
on environmental grounds?
8. Will any archaeological, cultural, historical,
recreational, or scenic sites be significantly
affected?
9. Will the action have more than minimal effect on
properties protected under Section 4(f) of the DOT
Act or Section 106 of the Historic Preservation Act?
x
x
X
X
x
x
x
x
X
x
X
Sheet 2 of 3
Poten— Not
tially Deter— NO
Yes mined
• 10. Ie the action inconsistent with say Federal, State
or Local law or regulation relating to the
environment?
11. Will it result in the need for public services,
including utilities, beyond those presently
available or proposed in the near future?
12. Will it have a significant growth —inducing impact?
Is any part of the project subject to inundation
or located in or near a flood plain?
14. Is the proposed project within an agricultural
preserve and/or under an agricultural contract
with the County?
15. Does it appear to be controversial with respect to
the availability of adequate relocation housing?
16. Will the project cause a significant increase in
traffic congestion?.
17. Will the project cause a significant division or
disruption of an established community or disreupt
orderly, planned development, or is determined to
be significantly inconsistent with plans or goals
that have been adopted by the community in which
the project is located, as determined by a
responsible official(s)?
Will there be a cumulative impact by this project
and successive projects of the same class in the
same place over time?
19. Will the project affect rivers on the Wild and
Scenic Rivers System?
20. Will a Fish and Game form "Notification of
Removal of Material and/or Alteration of Lake,
River or Strearnbed Bottom or Margin" be filed?
13.
18.
X
Sheet 3 of 3
Based on this evaluation, it is concluded that one of the following is
appropriate.
0
O
O
BISAIR May have significant effect.
ND Will not have significant effect.
Other Proposal is a nonmajor action as defined in FHPM 772, .
Paragraph 10e
Signature - Local Agency Date
Signature - District Local Assistance Date
(District )
Signature - FHWA �Date�
Engineering
Department
Coordination
Sheet
Engr- Dept.
Originator
September 27, 1978
ific Gas & Electric Company
0 Industrial Way, Belmont CA 94002
ific Telephone Company
5 Veterans Boulevard, Redwood City, CA 94063
if. Water Service Company
South B Street, San Mateo, CA 94401
insula Cbble TV
Industrial Road, San Carlos, CA 94070
Re: 30th and Isabelle
Storm Dram
Gentlemen:
Enclosed are two copies of preliminary drawings for the proposed Isabelle Street
and 30th Avenue storm drain. Please indicate the location and depth of your
utility lines in this area and return one copy to this office.
If you have any questions please call me at 574-6790.
Very truly yours,
ROBERT G. BEZZANT
DIRECTOR OF PUBLIC WORKS
FRANK D. CASTELENETO
ASSISTANT ENG/NEER
RGB:FDC:ro
Enclosures
f(4 A -A Cr T' fofo�ft f F
lb J offe 4iBIT
051fr
Na-FIELD REVIEW FORM Date 8/14/ 8u1 F 1977
District Four Federal Route #
Local Agency City of San Mateo State Route #
Road Name Isabelle Ave. County Road # -
Federal -Aid System No Bridge Name
Area �lirba ti•zei)/ Bridge # -
1. LIMITS r-4474 i)ah/% 7te l r icG! i y 1`/.• ,4
(attach a sketch Vicinity map)
2. PROPOSED IMPROVEMENT storm drain NET LENGTH •104 MILES(0.0)
(Gr. Surf. Drainage, Structures, Etc.)
3. PROPOSED FUNDING: Federal -Aid (FAS, FAU etc.) Scs
State Highway Funds As-/ No
/C Jc -?ire
4. COST BREAKDOWN
Preliminary Engineering Total Cost
Preliminary R/W work
Design
Advertise and Award $ �" 40�,
Construction $ 2f; ppp
Constr. Engr. • $ c'
R/W Acq. No. of Pcls o
RAP No. of Fmls $
No. of Bus. $
Utilities (Not contrac items) $
TOTAL
5. DESCRIPTION **
When Constructed
Surface Type
Surface Width
Number of Lanes
Shoulder Widths
Median Width
Matching ratios (%) State ; ;City / 7 County Other
LYes- ,M:
$ 32 9et) Yes / No
EXISTING FACILITY PROPOSED FACILITY **
AC
2 4, 25 ft.
AC
Buildings Affected Yes /-Ne
Relocation Housing Study Required Yes /-Ne
Access Control Yes /4o -
2
Possible Exceptions to AASHTO Design Standards or Approved Modifications
None
6. TERRAIN Flat
(slat, Rolling, Mountainousf-
7. TRAFFIC DATA
Present ADT 800 Year 1978 Future AOT 2000 Year 44- 2000
Design Speed 25moh DEW N/A Percent Trucks o.sa
Remarks:
* Describe non -part. work ana limits under "Remarks" on Page 5
** Attach a sketch of a typical section for both existing and proposed.
nta A2A 11 7c
Gft ti
' C.
v.
0
• r> 8. DEFICIENCIES OF EXISTING FACILITY
Structural 0 Grade
Alignment E] Accident Record o
•
Culverts ❑
Bridge n
EXHIBIT 05-1c
January 1977
Remarks: A dangerous depression in road exists due to al alley gutter
crossing 30th Avenue. Cies deal b• '%w..
9. DESCRIPTION OF CONTIGUOUS SECTION
S/W end Surface Type AC Surface Width 26' Sho. Width N/A
N/E end Surface Type Ac Surface Width 26' Sho. Width N/A
Remarks:
10. AGENCIES AFFECTED (Check and describe under remarks or on attached sheets)
Telephone Co. Irrig. Dist. Communities
Sanitary Co. Water Develop. x Power Co. x
Reel. Dist.
Assessment Dist. involved
Other (Describe)
Remarks: Existing P G & E and California Water service Company facilities
crossing the oroposed storm drain will have to be crotected during
construction.
11. MAJOR UTILITY ADJUSTMENTS: None
Remarks;
Hazardous Underground Utilities:
12. PERMITS REQUIRED:
Fish & Wildlife Resources x%i4 Coastal Protective Zone u
Corps of Engineers(404) ,v_ ,4 State Land Commission AAA.
Navigable Stream (Coast Guard) N/l- no. FACILITIEs(STATE ARCHITECT) Ai/I-
13. ENVIRONMENTAL:
Envir, Impact Statement Historical Monuments
Negative Declaration o } Public Recreation Land (4F)
Non Major Action (List Type); Exemption (List Class) 15103
14. REGIONAL PLANNING AGENCY (IM 56:3-77 lop ,/i-
15. CLEARINGHOUSE NOTICES (A-95): State a
16. PUBLIC HEARING:
1. Public Hearing 4 ,
2. Location Design
3. Notice of Opportunity
4. Location Design
5. Location Design.
nIL
Areawide.az
is not required.
N/}
Combination Hearing required.
is, is not required.
Comoination Approval Required.
Study Report fired.
EXPLAIN: (Discuss alternatives)
,/� y, o
,r9S
-4
a
EXHIBIT 05 -le
January 1977
17. TRAFFIC SIGNALS None ( 0 )(If new, attach Warrant Sheets )
18. NO. OF MAJOR STRUCTURES None (See description on attached form)
19. RAILROADS None (See description on attached form)
20. AIRPORTS None (See description on attached form)
21. TRANSIT DISTRICT(S)
22. FLOOD PLAIN ENCROACHMENT (See FHPM 673.2) Yes/No-
23. UNUSUAL DRAINAGE PROBLEMS Yes/No-
24. ADMINISTRATION BY:
Prepare PS&E City of San Mateo
Right -of -Way Acquisition
Not required
Advertise & Award City of San Mateo
Provide Resident Engineer for:
Roadwork City of San Mateo
Bridges Not required
Pay Contractor
Maintain
City of San Mateo
City of San Mateo
25. PROPOSED ADVERTISING DATE: March 30, 1979
26. REMARKS:
27. FIELD REVIEW REPRESENTATIVES CONCURRENCE
Local Agenc
y.
CALTRANFHWA:
Date /0/t7/78
ate 7G-2.4 - 7e
Date /D —2`F--73
NAME
0
ATTACHMENT 4
FIELD REVIEW ATTENDANCE ROSTER
ORGANIZATION
EXHIBIT 05-1k
January 1977
did4wAlc
1/41/4?&A,0a sua
es% .
ENVIRONMENTAL EVALUATION APPENDIX F
(Initial Study) 1975-1
Sheet 1 of 3
District Four Road Name Isabelle Ave.
Local Agency City of San Mateo State Rte. # -
Project Number County Road # -
Bridge Name - Bridge # -
LIMITS 4/cn9-rsu6e/4 /4e .:-»/
PROPOSED IMP/R0V:74ENT Storm drain
(Or. Surf. Drainage, Structures, Etc.)
:ec tiVo/Zih' e
NET LENGTH .104
1. Does it have the potential to degrade significantly
the quality of, or curtail the range of, the
environment? X
2. Will it substantially affect a rare or endangered
species of animal or plant, or habitat, or cause
substantial interference with the movement of any
resident or migratory fish or wildlife species? x
3. Will it result in significant detrimental
effect on:
(a) air quality X
(b) water quality X
(c) ambient noise levels X
(d) public water supply system X
4. Will it cause substantial flooding, erosion,
or siltation? X
5. Is the project subject to major geologic hazards? x
6. Does it appear that any feature of the project,
including aesthetics, will generate major public
controversy? X
7. Is the action likely to be highly controversial
on environmental grounds? X
8. Will any archaeological, cultural, historical,
recreational, or scenic sites be significantly
affected? x
9. Will the action have more than minimal effect on
properties protected under Section 4(f) of the DOT
Act or Section 106 of the Historic Preservation Act? X
MILES (0.0)
Poten- Not
tially Deter- NO
Yes mined
14. Is the proposed project within an agricultural
• 10. Ie the action inconsistent with any Federal, State
or Local law or regulation relating to the
environment?
11. Will it result in the need for public services,
including utilities, beyond those presently
available or proposed in the near future? --
12. Will it have a significant growth —inducing ` x
13. /s any impact? x
Y part of the project subject to inundation
or located in or near a flood plain?
preserve and/or under an azricultural contract
with the County?
X
15. Does it appear to be controversial with respect to
the availability of adequate relocation housing?
x
19. Will the project affect rivers on the Wild and
Scenic Rivers System?
20. Will a Fish and Game form "Notification of
Removal of Material and/or Alteration of Lake,
River or Streambed Bottom or Margin" be filed?
16. Will the project cause a significant increase in
traffic congestion?
17. Will the project cause
diaru t a significant division or
P ion of an established community or disreupt
orderly, planned development, or is determined to
be significantly inconsistent with plans or goals
that have been adopted by the community in which
the project is located, as determined by a
responsible official(s)?
Paten- Not
Bally Deter- NO
Yes mined
le. Will there be a cumulative impact bythis
X
and successive projects of the same class inthesame place over time?
x
x
x
x
"
0
S h e e t 3 o f 3
B a s e d o n t h i s e v a l u a t i o n , i t i s c o n c l u d e d t h a t o n e o f t h e f o l l o w i n g i s
a p p r o p r i a t e .
E I 3 / E I R M a y h a v e s i g n i f i c a n t e f f e c t .
N D W i l l n o t h a v e s i g n i f i c a n t e f f e c t .
O t h e r P r o p o s a l i s a n o n m a j o r a c t i o n a s d e f i n e d i n 1 N P M 7 7 2 ,
P a r a g r a p h 1 0 e "
D a t e
r e _ z i t 7 ,
g n a t u r e - D i s t r i c t L o c a l A s s i s t a n c e D a t e
( D i s t r i c t )
/ 6 $ - 7 - " 1 - 7 4 9
D a t e
Engineering
Department
Coordination
Sheet
Engr- Dept.
Originator
1 25, 1978
ergeron, Supt. of Maintenance
r Schaal, Associate Engineer
R STORM DRAINS
He are presently working on two minor storm drain projects
and will be charging time to the following accounts:
)(Alameda de las Pulgas and 20th Avenue
10-46-68.55-XXX-11
74- Isabelle Avenue and 30th Avenue *
glialowsweeen
10-46-68.55-XXX-10
* To be reimbursed by S.O.S. funds
EI LER J. SCHAAI,
ASSOCIATE ENGINEER
EJS:ro
COPY
PACIFIC GAS AND
7)(avil rid
1970 INOIISTRIAI. WAY
January 27, 1977
Mr. Robert G. Bezzant
Director of Public Works
330 West 20th Ave.
San Mateo, CA 94403
Dear Mr. Bezzant:
ELECTRIC COMPANY
• BELMONT, CALIFORNIA
94002 (415) 59? -9200
Thank you for your letter of January 21st regarding the proposed
storm drain modifications at Isabella Avenue and 30th Avenue in
San Mateo.
Enclosed is a print of our existing gas facilities within the area,
as requested in your letter. There are no electric underground
facilities in this area.
We would appreciate the opportunity b review your construction plans
prior to the awarding of the contract to determine that there will
be no conflict with our existing gas facilities.
Sincerely,
W. B. Clinch
District Manager
encl
RscsivED
30 V. 1977
SAN MATSO
PUBLIC WORKS DEPT.
CALIFORNIA WATER SERVICE COMPANY
601 SO. "B" STREET P. O. BOX 1791
SAN MATEO, CALIFORNIA 94401
February 2, 1977
City of San Mateo
Department of Public Works
330 W. 20th Av.
San Mateo, Ca. 94403
Re: Isabelle An- and 30th Ave.
5 n Modifications
Gentlemen:
In response to your letter of January 21, 1977, we are returning
one copy of your map #4-10-48, upon which we have indicated
in red the approximate location of our facilities.
If we can be of additional assistance, please do not hesitste
to contact us.
BFT:mj
Enc.
RECEIVED
FEB -3 1977
SAN MATEO
PUBLIC WORKS DEPT.
Very truly yours,
CALIFORNIA WATER SERVICE COMP
B.T.` Tun4y
Northern Peninsula District Manag
je
THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY
1295 Veterans Boulevard, Redwood City, California 94063
January 25, 1977
Mr. Robert Bezzant
Director of Public Works
330 West 20th Avenue
San Mateo, California 94403
Re: Isabelle Avenue and 30th Avenue
Storm Drain Modifications
(Dwg. No. 4-10-48)
Gentlemen:
According to our records, we have no existing
underground facilities in the vicinity of the above named
project.
Very truly yours,
anzatit-
ngineering Manager
Attachment
RECEIVED
JAN 27 1977
SAN MATEO
PUBLIC WORKS DEPT.
ROBERT G. BEZZANT
LYLE O. JOHNSON WY Q4c .,./ 330 WF,ST TWENTIETH AVENUE
SAN MATEO. CALIFORNIA 94403
ALBERT T. BERGERON surf. ar MAIYTtI.Mea
cam an
❑ California Water Service Company
601 South 1B" Street
• San Mateo, California 941101
Attention: Mr. Barney F. Tumey
❑ Pacific Telephone Company
1295 Veterans Boulevard
Redwood City, California 94063
Attention: Mr. George Remelt
❑ Tele-Communications, Inc.
591 W. Hamilton
Campbell, California 95008
Attention: Mr. S. Wood
Gentlemen:
DEPARTMENT OF PUBLIC WORKS
TELEPHONE: (415) 574.4790
January 21, 1977
C.3
.0a tit
Re; Isabelle Ave. and 30th Ave.
Storm Drain Modifications
(Dwg. No. 4-10-48)
Enclosed are the preliminary plans for the above -named construction project.
We are calling for bids on the project possibly in March, with probable award
date in April.
Please mark one set of plans with your existing underground utilities and return
the map to this office at your earliest convenience.
Verytruly yours,
ROBERT G. BEZZANT
DIRECTOR OF PUBLIC WORKS
RGB:GAW:bjw
Enclosure
ROBERT O. BE7.ZANT einem.
LYLE D. JOHNSON CITY amanitas
ALBERT T. BERGERON sun or Y61.T.e.Yel
Tilt..OYT I (all) 1)1.6111
Pacific Gas & Electric Company
1970 Industrial Way
Belmont, California 94002
Attention: W. Watt Clinch,
District Manager
Gentlemen;
t
6:K .06
"•o,.laeatlA
�l>Olty
y
tam
.W. ,.a . -----..Y.e—
DEPARTMENT OF PUBLIC WORKS
330 WEST TWENTIETH AVENUE
SAN MATEO. CALIFORNIA 9.60)
TELEPHONE: ICS) $71.6790
January 21, 1977
Re: Isabelle Ave. and 30th Ave.
Storm Drain Modifications
(Dug. No. 4-10-48)
Under separate cover we are sending three sets of preliminary plans for the
above -named construction project to Mr. Reynolds. We are calling for bids on
the project possibly in March, with probable award date in April.
Please mark one set of plans with your existing underground utilities and return
the map to this office at your earliest convenience.
RGB:GAW:bjw
cc;
Very truly yours,
o mG.
' DIRECTOR OF PUBLIC WORKS
Mr. Bob Reynolds with 3 sets of plans
Mr. Doug Munro