HomeMy WebLinkAboutTB Penick & Sons Inc; 2004-06-15;1 ;ia RECORDING REQUESTED BY
A CITY OF CARLSBAD
2/8/05
AB 17,968
Item No. 1
When recorded mail to:
City Clerk
City of Carlsbad
1200 Carlsbad Village Dr. i Carlsbad. CA 92008
DOC # 2005-01 57655 ! llllllll ill 111ll lllll IIIII 11111 11111 111ll Ill11 11111 Ill11 11111 1111 1111
FEB 25,2005 3:07 PM
O FFlClAL RE CORDS
GREGORY J SMITH, COUNTY RECORDER
FEES 0 00
VAG E S 1
'54N DlEGO COUNTY RECORDER'S OFFICE
I 11111 Ill11 Hlll MI11 11111 Rlll Ill1 Ill11 11111 1111 11111 Illll Ill11 1111 111 1111
NOTICE OF COMPLETION
Notice is hereby given that:
1. The undersigned is owner of the interest or estate stated below in the property hereinafter
described.
2. The full name of the undersigned is City of Carlsbad, a municipal corporation.
3. The full address of the undersigned is 1200 Carlsbad Village Drive, Carlsbad, California
92008.
4. The nature of the title of the undersigned is: In fee.
5. A work of improvement on the property hereinafter described was completed on September
9, 2004.
6. The name of the contractor for such work of improvement is TB Penick & Sons.
7. The property on which the work of improvement was completed is in the City of Carlsbad,
County of San Diego, State of California, and is described as the Jefferson Street Sidewalk
Project, Project No. 3883.
CITY OF CARLSBAD v GLENN PRUlM
Deputy Public Works Director
VERIFICATION OF CITY CLERK
I, the undersigned, say:
I am the City Clerk of the City of Carlsbad, 1200 Carlsbad Village Drive, Carlsbad,
,2005, accepted the California, 92008. The City Council of said City on February 8
above described work as completed and ordered that a Notice of Completion be filed.
I declare under penalty of perjury that the foregoing is true and correct.
Executed on February 9 , 2005, at Carlsbad, California.
CITY OF CARLSBAD
LORRAINE M.
City Clerk
CITY OF CARLSBAD
San Diego County
California
CONTRACT DOCUMENTS AND
SPECIAL PROVISIONS
FOR
SIDEWALK IMPROVEMENT PROJECT ON
JEFFERSON STREET
PWS04-22ENG
CONTRACT NO. 3883-1
@ Revised: 10/08/03 Contract No. 3883-1 Page 1 of 106 Pages
.
.
TABLE OF CONTENTS
Item Paae
Notice Inviting Bids .......................................................................................................................... 7
.
Contractor‘s Proposal ................................................................................................................... 11
Bid Security Form .......................................................................................................................... 25
Bidder’s Bond to Accompany Proposal ........................................................................................ 26
Guidelines for Completing The “Designation Of Subcontractors” Form ...................................... 28
Designation Of Subcontractors & Amount Of Subcontractor’s Bid Items .................................... 30
Bidder’s Statement Of Financial Responsibility ............................................................................ 31
Bidder’s Statement Of Technical Ability And Experience ............................................................. 32
Bidder’s Certificate Of Insurance For General Liability. Employers’ Liability Automotive
Liability And Workers’ Compensation ........................................................................................... 33
Bidder’s Statement Of Re-Debarment ...........................................................................................
Bidder’s Disclosure Of Discipline Record ..................................................................................... 35
Non-Collusion Affidavit To Be Executed By Bidder And Submitted With Bid .............................. 37
Contract Public Works ............... 1 .................................................................................................. 38
Labor And Materials Bond ............................................................................................................ 44
Faithful PerformanceMlarranty Bond ........................................................................................... 46
Escrow Agreement For Surety Deposits In Lieu Of Retention (Optional) .................................... 48
Revised: 10/08/03 Contract No . 3883-1 Page 2 of 106 Pages
SUPPLEMENTAL PROVISIONS
.
Part 1
Section 1 1-1 1 -2
1-3
Section 2
2-3
2-4
2-5
2-9
2-1 0
Section 3
3-3 3-4
3-5
Section 4
4- 1 4-2
Section 5
5- 1 5-4 5-6
Section 6 6- 1 6-2
6-6
6-7
6-8
6-9
Section 7
7-3
7-4
7-5 7-7
7-8
7-1 0 7-1 3
Section 9
9- 1
9-3
General Provisions
Terms Definitions. Abbreviations And Symbols Terms .................................................................................................................... 51 Definitions ............................................................................................................. 51 Abbreviations ........................................................................................................ 52
Scope And Control Of The Work Subcontracts ......................................................................................................... 53
Contract Bonds ..................................................................................................... 53
Plans And Specifications ...................................................................................... 54 S u rve yi n g .............................................................................................................. 57
Authority Of Engineer ............................................................................................ 60
Changes In Work Extra Work ............................................................................................................ 61 Changed Conditions ............................................................................................. 61
Disputed Work ...................................................................................................... 62
Control Of Materials
Materials And Workmanship ................................................................................. 64 Materials Transportation, Handling And Storage ................................................. 65
.. Utilities ................................................................................................................... 66
Location ................................................................................................................. 66
Relocation ............................................................................................................. 66
Cooperation ........................................................................................................... 66
Prosecution. Progress And Acceptance Of The Work ......................................... 66
Construction Schedule And Commencement Of Work ........................................ 66
Prosecution Of Work ............................................................................................. 67 Delays And Extensions Of Time ........................................................................... 68
Completion And Acceptance ................................................................................ 69 Liquidated Damages ............................................................................................. 69
Time of Completion ............................................................................................... 68
Responsibilities Of The Contractor ....................................................................... 69
Liability Insurance ................................................................................................. 69
Workers’ Compensation Insurance ...................................................................... 69 Permits .................................................................................................................. 69
Cooperation and Collateral Work ......................................................................... 70
Public Convenience And Safety ........................................................................... 70 Laws To Be Observed .......................................................................................... 74
Project Site Maintenance ...................................................................................... 70
Measurement & Payment Measurement Of Quantities For Unit Price Work ................................................. 75 Payment ................................................................................................................ 75
a Revised: 10/08/03 Contract No . 3883-1 Page 3 of 106 Pages
Part 2 Construction Materials
Section 200 Rock Materials
200-2
,-
Untreated Base Materials .................................................. . ................. ...... ........... 77
Section 201
201 -1
Concrete, Mortar And Related Materials .............................................................. 78
Portland Cement Concrete ................................................................................... 78
Section 203 Bituminous Materials
203-6 Asphalt Concrete .................................................................................................. 78
Section 204
204-1
Lumber And Treatment With Preservatives
Lumber And Plywood ............................................................................................ 79
Section 206 Miscellaneous Metal Items
206-7
206-8
206-9
Traffic Signs ........... ..... ..... .............. ............. ............... ............ . ..... ... ... .. ..... . ...... . .... 80
Light Gage Steel Tubing And Connectors ............................................................ 82
Portable Changeable Message Sign .................................................................... 83
Section 209
209-1 General ................................................................................................................... 84
Signals, Lighting And Electrical Systems
Section 21 0
210-1 Paint ...................................................................................................................... 84
Paint And Protective Coatings
I Section 21 2 Landscape and Irrigation Materials
21 2-1 Landscape Materials ........ ............ ................ ... . .. ... ... .. .. ........... .. ... .. .... ... .. .. ............ 84
Section 21 3 Engineering Fabrics
21 3-3 Erosion Control Specialties ...... . ..... . . . ... .. . ........... .... .. .... . .......... .... ........... ... . .......... .84
Section 21 4 Pavement Markers
21 4-5 Reflective Pavement Markers ............................................................................... 85
a Revised: 10/08/03 Contract No. 3883-1 Page 4 of 106 Pages
Part 3 Construction Methods
Section 300 Earthwork
300-1 Clearing And Grubbing ......................................................................................... 86
300-2 Unclassified Excavation ........................................................................................ 87
300-4 Unclassified Fill ..................................................................................................... 88
300-1 2 Storm Water Pollution Prevention Plan ................................................................ 88
.-
Section 301
301 -1
Treated Soil, Subgrade Preparation and Placement of Base Materials Subgrade Preparation ........................................................................................... 91
Section 302 Roadway Surfacing
302-5 Asphalt Concrete Pavement ..................................................................... . ........... 92
Section 303 Concrete and Masonry Construction 303-1 Concrete Structures .............................................................................................. 93
303-5 Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps, And Driveways ............................................................................ 93
Section 304
304-3
Metal Fabrication And Construction
Chain Link Fence .................................................................................................. 94
Section 306 Underground Conduit Construction 306-1
306-5
Open Trench Operations ......... . ............................................................................. 94
Abandonment Of Conduits And Structures .......................................................... 97
Revised: 10/08/03 Contract No. 3883-1 Page 5 of 106 Pages
Section 31 0
31 0-5
31 0-7
c
Section 312
31 2-1
Section 31 3
31 3-1
31 3-2
31 3-3
Painting
Painting Various Surfaces .................................................................................... 97
Permanent Signing ............................................................................................... 98
Pavement Marker Placement And Removal
Placement ............................................................................................................. 99
Temporary Traffic Control Devices
Temporary Traffic Pavement Markers .................................................................. 99
Temporary Traffic Signing .................................................................................. 100
Temporary Railing (Type K) and Crash Cushions .............................................. 100
APPENDICES
A. Resident Notification Example (in English and Spanish)
B. Storm Water Pollution Prevention Plan
C. Coastal Development Permit, CDP 02-1 1
D. Underground Utility Requirements
- E. Pavement Recommendations (Ninyo and Moore, July 17,2002)
INFORMATION FOR CONTRACTOR
A. TO OBTAIN A COPY OF CURRENT PLAN HOLDERS LIST
PHONE (760) 602-2460
B. QUESTIONS PERTAINING TO PLANS AND CONTRACT DOCUMENTS
SUBMIT VIA FAX TO:
ASSOCIATE ENGINEER, SHERRI HOWARD
FAX NO. (760) 602-8562
Revised: 10/08/03 Contract No. 3883-1 Page 6 of 106 Pages
CITY OF CARLSBAD
NOTICE INVITING BIDS
Sealed bids shall be deposited in the Bid Box located in the first floor lobby at the Faraday Center
located at 1635 Faraday Avenue, Carlsbad, California 92008-7314, until 4:OO p.m. on the 24’h day of
March, 2004, at which time they will be opened and read, for performing the work as follows:
Construction of concrete curb, gutter, sidewalk, driveways, pedestrian ramps, asphalt concrete
pavement and related work and undergrounding of overhead crossings to perform road widening and
construct sidewalks and replace driveways on the west side of Jefferson Street between Carol Place
and Magnolia Avenue. The project includes traffic control and the preparation, implementation, and
maintenance of a storm water pollution and prevention plan (SWPPP).
SIDEWALK IMPROVEMENTS ON JEFFERSON STREET
CONTRACT NO. 3883-1
The work shall be performed in strict conformity with the specifications as approved by the City
Council of the City of Carlsbad on file with the Engineering Department. The specifications for the
work include the Standard Specifications for Public Works Construction 12003 Edition and
sumlements thereto), all hereinafter designated “SSPWC” as issued by the Southern California
Chapter of the American Public Works Association and as amended by the special provisions sections of this contract. Reference is hereby made to the plans and specifications for full particulars
and description of the work.
- The City of Carlsbad encourages the participation of minority and women-owned businesses.
The City of Carlsbad encourages all bidders, suppliers, manufacturers, fabricators and contractors to
utilize recycled and recyclable materials when available, appropriate and approved by the Engineer.
The City of Carlsbad may disqualify a contractor or subcontractor from participating in bidding when a
contractor or subcontractor has been debarred by the City of Carlsbad or another jurisdiction in the
State of California as an irresponsible bidder.
No bid will be received unless it is made on a proposal form furnished by the Purchasing Department.
Each bid must be accompanied by security in a form and amount required by law. The bidder’s
security of the second and third next lowest responsive bidders may be withheld until the Contract
has been fully executed. The security submitted by all other unsuccessful bidders shall be returned
to them, or deemed void, within ten (IO) days after the Contract is awarded. Pursuant to the
provisions of law (Public Contract Code section 10263), appropriate securities may be substituted for
any obligation required by this notice or for any monies withheld by the City to ensure performance
under this Contract. Section 10263 of the Public Contract Code requires monies or securities to be
deposited with the City or a state or federally chartered bank in California as the Escrow Agent.
The Escrow Agent shall maintain insurance to cover negligent acts and omissions of the agent in
connection with the handling of retentions under this section in an amount not less than $100,000 per
contract.
@ Revised 10/08/03 Contract No. 3881-1 Page 7 of 106 Pages
,- The documents which comprise the Bidder's proposal and that must be completed and properly
executed, including notarization where indicated are:
1. Contractor's Proposal
2. Bidder's Bond
3. Non-Collusion Affidavit
4. Designation of Subcontractors
and Amount of Subcontractor Bid
5. Designation of Owner Operator/Lessors &
Amount of Owner Operator/Lessor Work
6. Bidder's Statement of Financial
7. Bidder's Statement of Technical Ability and
8. Acknowledgment of Addendum@)
Responsibility
Experience
9. Certificate of Insurance, the riders covering
the City, its officials, employees and
volunteers may be omitted at the time of bid
submittal but shall be provided by the
Bidder prior to award of this contract.
10.Bidder' s Statement Re Debarment
11 .Bidder's Disclosure Of Discipline Record
12.Escrow Agreement for Security Deposits -
(optional, must be completed if the Bidder
wishes to use the Escrow Agreement for
Security)
All bids will be compared on the basis of the Engineer's Estimate. The estimated quantities are
approximate and serve solely as a basis for the comparison of bids. The Engineer's Estimate is
$336,000.
Except as provided herein a bid submitted to the City by a Contractor who is not licensed as a
contractor pursuant to the Business and Professions Code shall be considered nonresponsive and
shall be rejected by the City. In all contracts where federal funds are involved, no bid submitted shall - be invalidated by the failure to the bidder to be licensed in accordance with California law.
Where federal funds are involved the contractor shall be properly licensed at the time the contract is
awarded. In all other cases, the contractor shall state their license number, expiration date and
classification in the proposal, under penalty of perjury. This invitation to bid does not involve federal
funds. The following classifications are acceptable for this contract: A.
If the Contractor intends to utilize the escrow agreement included in the contract documents in lieu of
the usual 10% retention from each payment, these documents must be completed and submitted with
the signed contract. The escrow agreement may not be substituted at a later date.
Sets of plans, special provisions, and Contract documents may be obtained at the Cashier's Counter
of the Faraday Center located at 1635 Faraday Avenue, Carlsbad, California 92008-7314, for a non-
refundable fee of $25.00 per set. If plans and specifications are to be mailed, the cost for postage
should be added.
Any prospective bidder who is in doubt as to the intended meaning of any part of the drawings,
specifications or other contract documents, or finds discrepancies in or omissions from the drawings
and specifications may submit to the Engineer a written request for clarification or correction. Any response will be made only by a written addendum duly issued by the Engineer a copy of which will
be mailed or delivered to each person receiving a set of the contract documents. No oral response
will be made to such inquiry. Prior to the award of the contract neither addition to, modification
of nor interpretation of any provision in the contract documents will be given by any agent,
employee or contractor of the City of Carlsbad nor may any bidder rely directions given by
any agent, employee of contractor of the City of Carlsbad except as hereinbefore specified.
Revised 10/08/03 Contract No. 3881-1 Page 8 of 106 Pages
/- The Prime Contractor shall be responsible for insuring compliance with provisions of section 1777.5
of the Labor Code and section 4100 et seq. of the Public Contracts Code, "Subletting and
Subcontracting Fair Practices Act." The City Engineer is the City's "duly authorized officer'' for the
purposes of section 4107 and 4107.5.
The provisions of Part 7, Chapter 1, of the Labor Code commencing with section 1720 shall apply to
the Contract for work.
The project includes a traffic control plan for Jefferson Street North. The Contractor is responsible for
preparing and obtaining City approval of a traffic control plan for Jefferson Street South.
The project includes undergrounding of overhead utilities between Carol Place and Magnolia.
The project includes construction of a cross-gutter. Construction of the cross-gutter shall occur on a
Saturday when traffic volumes are lower.
All palm trees north of Tamarack Avenue may be removed prior to start of work for the project.
Should palm trees be removed prior to start of work, contract will be revised through Addendum or
Change Order to remove Bid Item 1-2a.
All bids are to be computed on the basis of the given estimated quantities of work, as indicated in this
proposal, times the unit price as submitted by the bidder. In case of a discrepancy between words
and figures, the words shall prevail. In case of an error in the extension of a unit price, the corrected
extension shall be calculated and the bids will be computed as indicated above and compared on the
basis of the corrected totals.
-
All prices must be in ink or typewritten. Changes or corrections may be crossed out and typed or
written in with ink and must be initialed in ink by a person authorized to sign for the Contractor.
Bidders are advised to verify the issuance of all addenda and receipt thereof one day prior to
bidding. Submission of bids without acknowledgment of addenda may be cause of rejection of bid.
The Contractor shall provide bonds to secure faithful performance and warranty of the work in an
amount equal to one hundred percent (100%) of the Contract price will be required for work on this
project. The Contractor shall provide bonds to secure payment of laborers and materials suppliers, in
an amount equal to:
1) One hundred percent (100%) of the total amount payable by the terms of the contract when the
total amount payable does not exceed five million dollars (5,000,000.
2) Fifty percent (50%) of the total amount payable by the terms of the contract when the total amount payable is not less than five million dollars ($5,000,000) and does not exceed ten million dollars
3) Twenty-five percent (25%) of the total amount payable by the terms of the contract if the contract exceeds ten million dollars ($1 0,000,000).
($1 0,000,000.
These bonds shall be kept in full force and effect during the course of this project, and shall extend in
full force and effect and be retained by the City until they are released as stated in the Supplemental Provisions section of this contract. All bonds are to be placed with a surety insurance carrier admitted
and authorized to transact the business of insurance in California and whose assets exceed their
liabilities in an amount equal to or in excess of the amount of the bond. The bonds are to be
\ accompanied by the following documents:
Revised 10108103 e Contract No. 3881-1 Page 9 of 106 Pages
1) An original, or a certified copy, of the unrevoked appointment, power of attorney, by laws, or other instrument entitling or authorizing the person who executed the bond to do so.
2) A certified copy of the certificate of authority of the insurer issued by the insurance commissioner. If the bid is accepted, the City may require copies of the insurer's most recent annual statement and quarterly statement filed with the Department of Insurance pursuant to Article 10 (commencing with
section 900) of Chapter 1 of Part 2 of Division 1 of the Insurance Code, within 10 calendar days of the
insurer's receipt of a request to submit the statements.
Insurance is to be placed with insurers that:
1) Have a rating in the most recent Best's Key Rating Guide of at least A-:V
2) Are admitted and authorized to transact the business of insurance in the State of California by the Insurance Commissioner.
Auto policies offered to meet the specification of this contract must:
1) Meet the conditions stated above for all insurance companies.
2) Cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled. The auto insurance certificate
must state the coverage is for "any auto" and cannot be limited in any manner.
Workers' compensation insurance required under this contract must be offered by a company
meeting the above standards with the exception that the Best's rating condition is waived. The City
does accept policies issued by the State Compensation Fund meeting the requirement for workers'
compensation insurance.
The Contractor shall be required to maintain insurance as specified in the Contract. Any additional
cost of said insurance shall be included in the bid price.
r
The award of the contract by the City Council is contingent upon the Contractor submitting the
required bonds and insurance, as described in the contract, within twenty days of bid opening. If the
Contractor fails to comply with these requirements, the City may award the contract to the second or
third lowest bidder and the bid security of the lowest bidder may be forfeited.
The prime contractor and all subcontractors are required to have and maintain a valid City of
Carlsbad Business License for the duration of the contract.
Bidders inquiries are to be faxed to Sherri Howard at (760) 602-8562. Written responses will be
provided to all bidders by addendum. Bidders inquiries will be accepted until Friday, March 19, 2004
at 4:OO p.m.
Approved by the City Council of the City of Carlsbad, California, the Resolution No. 2004-028
adopted on the 20th day of January, 2004.
A
ISABELLE PAULSEN, Deputy City Clerk
PUBLISH: February 5, 2004 -
a Revised 10/08/03 Contract No. 3881-1 Page 10 of 106 Pages
I City of Carlsbad
February 23,2004
ADDENDUM NO. 1
RE: SIDEWALK IMPROVEMENTS ON JEFFERSON STREET, CONTRACT NO.
30034
Please include the attached addendum in the Notice to BidderiRequest for Bids you
have for the above project.
This addendum--receipt acknowledged--must be attached to your Request for Bid when
your bid is submitted.
KEVIN DAVIS
Buyer
KD:dli
Attach men t
I ACKNOWLEDGE RECEIPT OF ADDENDUM NO. I
Biddewgnature c>
1635 Faraday Avenue - Carlsbad, CA 92008-7314 (760) 602-2430 - FAX (760) 602-8553
www.ci.carlsbad.ca.us Business License (760) 602-2495 Utility Billing (760) 602-2420 - < Purchasing (760) 602-2460 - FAX (760) 602-8556 - Bid Line (760) 602-2464
7606028663 FINANCE DEPT CITY OF CARLSBAD 01:54:01 p.m. 03-23-2004 1 12
- City of, Carlsbad
March 18,2004
ADDENDUM NO. 2
RE: SIDEWALK IMPROVEMENTS ON JEFFERSON STREET, CONTRACT NO.
3883-1
Please include the attached addendum in the Notice to Bidder/Request for Bid$ you have for the above project.
This addendum-receipt acknowledged-must be attached to your Request for Bid when
your bid is submitted.
----- .a KEVIN DAVIS
Buyer
KD:dli
Attachment *.
I ACKNOWLEDQE RECEIPT OF ADDENDUM NO. 2
.--- ...--- 1635 Faraday Avenue Carlsbad. CA 92008-731 4 - (760) 602-2430 - FAX (760) 602-8553 www.ci.carlsbad.ca.us - f3usiness License (760) 602-2495 Utility Billing (760) 602-2420 @ Purchasing (760) 602-2460 - FAX (760) 602-8556 - Bid Line (760) 602-2464
CITY OF CARLSBAD
I
SIDEWALK IMPROVEMENTS ON JEFFERSON STREET
CONTRACT NO. 3883-1
CONTRACTOR'S PROPOSAL
City Council
City of Carlsbad
1635 Faraday Avenue
Carisbad, California 92008-731 4
The undersigned declares he/she has carefully examined the location of the work, read the Notice
Inviting Bids, examined the Plans, Specifications, Special Provisions and addenda thereto, and
hereby proposes to furnish all labor, materials, equipment, transportation, and services required to do
all the work to complete Contract No. 3883-1 in accordance with the Plans, Specifications,
Supplemental Provisions and addenda thereto and that he/she will take in full payment therefor the
following unit prices for each item complete, to wit:
SCHEDULE 1 - STREET IMPROVEMENTS
JEFFERSON STREET
Item - No.
Approximate
Quantity and - Unit .
Unit
7 Price - Total
UtL I2u - 1-1 Mobilization at 1 LS %!,\%
1-2 Demolition/Clearing and Grubbing 1 LS
(including, but not limited to, AC
driveways and sidewalks, PCC
driveways, sidewalks, pedestrian ramps
and cross gutters, wood fences, AC berm
and pavement (includes sawcut),
unsuitable subgrade removal if
necessary, shrubs, wood headers, and vegetation, and remove and salvage chainlink fence and gates and traffic signs) at
e,alt& M4rh.rC.E
SPnm I LALd s;+k dc& Dollars (Lump Sum)
' Revised: 10/08/03 Contract No. 3883-1 Page 11 of 106 Pages
..
c
Ec ,-
- No.
1 -2a
1-3
1-4
1-5
1-6
1-7
1-8
Approximate
DescriDtion Quantity and - Unit
Removal and'disposal of palm trees at 1 LS
Unit ' - Price Total LL
Dollars (Lump Sum)
Construct Curb and Gutter per SDRSD G-2 at 505 LF z0.5z p,3bt @
bQmL dJ..s ccu( GS-L La
I1 c*Y,a Dollars per Linear Foot
q.sJ \q,z\t .os Construct PCC Sidewalk per SDRSD G-7 3,118 SF (includes transitional grading) at 1.w Ail6 4 GtL \a Cswk Dollars per Square Foot
$j55.d* Construct Ped Ramp (per SDRSD G-27 Type 1 EA
B modified per plans) at $55-00 luwltd 61" &it &I\-
Dollars Each
0%': \ os5 Construct Ped Ramp (per detail C sheet 2) at 1 EA
\. I I
Construct PCC Driveway Apron per SDRSD 2,509 SF G14-A (ramp slopes vary, includes ramp, side
wings, drive to PL and curb and gutter) at LJ d 0th -4 .ckGtV
P cc v\ ks Dollars per Square Foot
Construct PCC Driveway (private driveway 930 SF behind ROW at 371 5 and 3725 Jefferson) (5-112 inch thick) at
c3,m +s Dollars per Square Foot
91 e Revised: 10/08/03 ' Contract No. 3883-1 Page 12 of 106 Pages
R
I'
bi
P, a
It
F
E:
I rc
t
t
t
i
f
I
F
1-
f
f
Approximate No. DescriDtion Quantity and Unit - Unit - Price
1-9 Construct PCG Cross-gutter per SDRSD 518 SF 6-12 modified by City of Carlsbad, (7-1/2 inch
thick) smooth trowel flow line. Concrete shall
be high-early strength and attain a 6-hour
compressive strength of 2,500 psi at si3 4dk QJ 444
- Total
Jwcr Cwk
Dollars per Square Foot
1-10 Construct Class It Aggregate Base (6") at 442 Ton 3% 4 * n , G3S.p
&<i \Y\- &\\M CI-J
biwk C.c-k Dollars per'Ton
1-1 1 Construct AC Pavement (4") at
5i~k-4 dull-
M4-W cur\ fs
Dollars pei Ton
1-1 2 Traffic Control at 1 LS t\ ,w \\ ,w
4u-t- Lv
b"& &\L&. Dollars (lump sum)
1-13 Signing and Striping at 1 LS z ,a5 2.p &4aA kcc, &a
do\lw5
Dollars (lump sum)
22.S" < 5\zt.q~ 1-14 Replace Salvaged Chainlink Fences along 233 LF
Wc~by two ddl& Qq,G
ROW at
-r ci4 h Dollars per Linear Foot
1-15 Install Wood Fences along ROW at 54 LF 51 20 3 OI~,O~ I cA.J hVCV-
Dollars per Linear Foot
(0 oqi, VG I 1-16 Sod within ROW at 4405 SF 2.M
4lm Ad\\o.I Luz*A-ty
Sh4.L c 4.4 Dollar$ per Square Foot
@ Revised: 10/08/03 Contract No. 3883-1 Page 13 of 106 Paaes
@
I-
i
t
K
E c
I[
t
E
I
I
Ip
I'
I
It
I '-
I
a
c
Item
_. No.
1-17
1-18
1-19
1-20
1-21
1-22
1-23
1-24
Approximate
DescriDtion Quantity and
Install in-kind vegetation at 1
<w!4n . %d Lw Ldd
km abk Dollars (lump sum)
Grading and landscaping at 371 5 Jefferson St 1 at si+ *O&~,J L LvvuLrA
<Q.U hA dallovs Dollars (lum'p sum)
Grading and landscaping at 3725 Jefferson St 1
at
%-#+ %-dwlJ 44 L"JJ
5 P J cvl kl Ad (I ~3 Dollars (lumd sum)
Preparation, implementation and maintenance 1
of SWPPP for Jefferson Street North and
South at
hu4eeh LA &P
LWdd la/I44
Dollars (lump sum)
Install Sewer cleanouts at 11 tL-4
b- Dollars (each)
Erosion control as required by the Engineer for Jefferson Street North and South per
Section 3-3 of the SSPWC at five thousand
dollars
Five thousand
Dollars (lump sum)
1
- unit
LS
LS
LS
LS
EA
LS
Install temporary orange safety fence 326 LF alon right-of-way at
+Lete dol/- a-4 4," 47
u (vmk Dollars per Linear Foot
Install temporary green mesh inside 146 LF relocat d chain link fence at
&f(Y si$
CCh 4.5 Dollars per Lineal Foot
Revised: 1008/03 Contract No. 3883-1
Unit - Price - Total
q.3Ys.0°
$5,000 .OO $5,000.00
3.CCL
Page 14 of 106 Pages
.- 'tern
7 No. DescriDtion
.Approximate Quantity and Unit Unit - Price
%s- \%.6% 1-25 Install temporary chain link fence with 43 LF
k$4* - 5- r+ ~euzfS Dollars per Lineal Foot
Total amount of bid for Schedule 1 in words: -I@ hct~d e@lcr rk Fh" TbkW XJO \lUdn4
7vpTh aqe dOrrr2 Ilrlnrcl Tu/ a rc/r{-5
Total amount of bid for Schedule 1 in numbers: $ ?-?I ;23\ -qL
Price(s) given above are firm for 90 days after date of bid opening and do comprise the Contract
Unit Prices for the Work.
@ Revised: 10/08/03 Contract No. 3883-1. Page 15 of 106 Pages
Item
7 No.
2-1
2-2
2-3
SCHEDULE 2 -WATER IMPROVEMENTS
JEFFERSON STREET
Approximate
bescrbtion Quantity and
Remove existing Fire Hydrant and Install New Fire Hydrant and lateral at 1
&"c, -LU * 4 u,* Lurkad JsvVk4-u kllM Dollars (lump sum) '
Relocate Fire Hydrant and extend lateral
at
SSJ* hi Vnc
I
a\dd ti4hC4 Bol(tys
Dollars (lump sum')
Raise water valve cans to grade 4
dcuo A"JJ qi4hh/ dd i( wcs
Dollars Each
I
- unit
LS
LS
EA
Unit - Price
i1.970
7,980
Total amount of bid for Schedule 2 in words: +Wedl r **e %4hJ h:NL , o'lok
Total amount of bid for Schedule 2 in numbers: $t
Price@) given above are firm for 90 days after date of bid opening and do comprise the Contract Unit Prices for the Work.
It-
i - @ Revised: 10/08/03 Contract No. 3883-1 Page 16 of 106 Pages
.-
Item No.
3-1
3-2
3-3
3-4
3-5
3-6
SCHEDULE 3 - ELECTRIC, CABLE AND
TELEPHONE IMPROVEMENTS
JEFFERSON STREET
Descrbtion
Approximate
Quantity and - Unit Unit - Price
Demolition/Clearing and Grubbing for Joint
Utility Trench outside of ROW (including but not limited to, removal and disposal of sidewalk, wood fence, shrubs and vegetation and removal and salvage of
chainlink fence) at
1
?\n. .c Q 4UbJ v\3iLc z -----
Dollars (lump sum) '
Remove and dispose of poles and 11 pedestals at
TL~TW-A TWO 4~rd Q~G~G A w-3
Dollars Each
Joint trench and conduit (including, and not limited to, all trenching sawcut, remove and dispose AC, excavation, backfill, furnish and install conduit, mandrelling, installing pull ropes, traffic control, remove and dispose of asphalt, concrete, vegetation, spoils, subsurface preparation) at
.pkwyc8fi T~AJ gnu wbed
1
Dollars (Lump Sum)
Replace sidewalk (removed for utility trenching) at 66
CQ *h Dollars per Square Foot
Replace salvaged chainlink fence 40 (removed for utility trenching) at
.c*h I Lfo &\m4
a4 e~\i b t v rscnh Dollars per Lidar Fdot
Install wood fence (removed for utility trenching) at 40
w\ Jevcc &\\Q~s
Dollars per Linear Foot
LS
LF
2.236
@ Revised: 10/08/03 Contract No. 3883-1 Page 17 of I06 Pages
I_ . -
E
t e
I
I,
I
t
t
I
f
1 r
I-
!
t
I tern - No.
3-7
3-8
DescnDtion
Approximate
Quantity and - Unit
Unit ' - Prim
Install in-kind vegetation at 1 LS Z,%W
4-w~ L5-d hd
6% d ell*
Dollars'(lump sum)
Trench Resurfacing (9-inch asphaltic 92 LF concrefe on native) in roadway at
$.eu c&e eh dol\LVs Id
tent( Dollars per linear foot
Total amount of bid for Schedule 3 in words: fin! F04r 7hdW-d Fh'e h&cd qpPrh 5ev-P
&\t(rs 5;''/f@ cpA75
Total amount of bid for Schedule 3 in numbers: $ '5 ; 537 -
Revised: 10/08/03 Contract No. 3883-1 Page 18 of 106 Pages
SCHEDULE 4 - STREET IMPROVEMENTS
JEFFERSON STREET SOUTH
Item Approximate Unit No. ' Descriotion Quantity and price - Unit
4-1 Mobilization at 1 LS 11 ,w
'T-~tj TWQ ULd Q jqcr t-k+rCJ
Dollars (lump sum)
4-2 Demolition/Clearing and Grubbing
(including, but not limited to, removal and
disposal of driveways and sidewalks,
pedestrian ramps and cross gutters,
wood fences, unsuitable subgrade
removal if necessary, and vegetation, traffic signs and other items required to
construct the proposed improvements) at
rQW 7- 44 ~lrrce ~(lrdrrd
;Gt,rt,
Dollars (lump sum)
1 LS M ,3w
4-3 Construct Curb and Gutter per SDRSD G-2 at 400 LF zo -52.
7-kleAn, 68 0lb5 FfprG T Jd Le175
Dollars per Linear Foot
4-4 Construct PCC Sidewalk per SDRSD 'G-7 (includes transitional grading) at 1,790 SF q .5b $ ,\ GZ -q0
'Yr & llW% FiFfC, $;% Ct%;?
Dollars per Square Foot
4-5 Construct Ped Ramp (per detail B
sheet 2) ,at
a Revised: 10/08/03 Contract No. 3883-1 Pane 19 of 106 Panes
Item No.
4-6
4-7
4-8
4-9
4-1 0
4-1 1
4-1 2
DeSCriDtiOn
Approximate
Quantity and g!&t
Construct PCC Driveway Apron per SDRSD G14-A (ramp slopes vary, includes ramp, side wings, drive to PL and curb and gutter) at
l4- 5
330 fie. )4cA.4rd tvmeeo ,I DO^
Dollars per Square Foot
Construct PCC Driveway (private
driveway) 5-1/2 inch thick at 440
Give ~oilo\pL; T h ifiy4tq CQA T 5
Dollars per Square Foot
Dollars per Ton
Dollars per Ton
Traffic Control at 1
SF
SF
Ton
Ton
LS
Dollars (Lump Sum)
Signing and Striping at 1 LS
Pi4 h'J' 4tn)zec\ SN4 F:;CQ br I 4/\5
Dollars (Lump Sum)
Install In-Kind Vegetation and Relocate 1 LS Trees at
OhC T(IC9QCd +\lee r\bd.ed Vq Dorq
Dollars (Lump Sum)
Unit - Price
5.c 3 z ,257 :zo
e Revised: 10/08/03 Contract No. 3883-1 Page 20 of 106 Pages
Item Approximate Unit - No. DescriDtion Quantity and - Unit - Price
4-14 Relocate Existing Water Meter at 5 EA q\t,oo 4,5bo.
Dollars Each
Dollars Each
4-1 6 Relocate' Palm Tree at
Dollars Each
Total amount of bid for Schedule 4 in words: OW ha .$ KmL 3 4%
5t44m +L~,keln doll- 4-4 5 i& cevlk.
Total amount of bid for Schedule 4 in numbers: $ \ Oq, 76' bo
Total amount of bid for Schedules 1 I 2,3, and 4 in words: &KM b*)ld %kky *b
fn.t L"Jm.4 SZA !4 +Lv, dJl% c\h cl Cwe\ve ctw c1
Total amount of bid for Schedules 1 , 2,3, and 4 in numbers: $ %b ! 5% = 11
The basis of award will be the sum of Schedule "1 ", Schedule "2", Schedule "3", and Schedule "4".
Price(s) given above are firm for 90 days after date of bid opening.
Addendum(a) No(s). \
proposal.
The Undersigned has carefully checked all of the above figures and understands that the City will not
be responsible for any error or omission on the part of the Undersigned in preparing this bid.
hadhave been received and idare included in this
OPENED, WITNESSED AND RECORDED:
a Revised: 10/08/03 Contract No. 3883-1
3iilA*
DATE ' SIGNATURE
Page 21 of 106 Pages
I
The Undersigned agrees that in case of default in executing the required Contract with necessary
bonds and insurance policies within twenty (20) days from the date of award of Contract by the City
Council of the City of Carlsbad, the City may administratively authorize award of the contract to the
second or third lowest bidder and the bid security of the lowest bidder may be forfeited.
The Undersigned bidder declares, under penalty of perjury, that the undersigned is licensed to do
business or act in the capacity of a contractor within the State of California, validly licensed under
license number ' \ B538 \ , classification R .C%.LZl h\l$"hhich expires on
an affidah. ' 5/31 I 04 , and that this statement is true a%cdrre&t aid has the legal effect of
A bid submitted to the City by a Contractor who is not licensed as a contractor pursuant to the
Business and Professions Code shall be considered nonresponsive and shall be rejected by the City 5 7028.1 5(e). In all contracts where federal funds are involved, no bid submitted shall be invalidated
by the failure of the bidder to be licensed in accordance with California law. However, at the time
the contract is awarded, the contractor shall be properly licensed. Public Contract Code 5 101 64.
The Undersigned bidder hereby represents as follows:
1. That no Council member, officer, agent, or employee of the City of Carlsbad is personally
interested, directly or indirectly, in this Contract, or the compensation to be paid hereunder; that no
representation, oral or in writing, of the City Council, its officers, agents, or employees has inducted
hidher to enter into this Contract, excepting only those contained in this form of Contract and the
papers made a part hereof by its terms; and
2. That this bid is made without connection with any person, firm, or corporation making a bid for the
same work, and is in all respects fair and without collusion or fraud.
Cashier's Check) for ten percent (1 0%) of the amount bid. Accompanying this proposal is q3,05? (Cash, Certified Check,
The Undersigned is aware of the provisions of section 3700 of the Labor Code which requires every
employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and agrees to comply with such provisions before
commencing the performance of the work of this Contract and continue to comply until the contract is
complete.
The Undersigned is aware of the provisions of the Labor Code, Part 7, Chapter 1 , Article 2, relative
to the general prevailing rate of wages for each craft or type of worker needed to execute the .
Contract and agrees to comply with its provisions.
Revised: 10/08/03 Contract No. 3883-1 Page 22 of 106 Pages
License Detail
California Home
Page 1 of 3
Thursdav. March 25.2004
License Detail
Contractor License #
185381
CALIFORNIA CONTRACTORS STATE LICENSE
BOARD
DISCLAIMER
A license status check provides information taken from the CSLB license
data base. Before relying on this information, you should be aware of the
following limitations:
CSLB complaint disclosure is restricted by law (B&P 7124.6). If this
entity is subject to public complaint disclosure, a link for complaint
disclosure will appear below. Click on the link or button to obtain
complaint and/or legal action information.
Per B&P 7071 .I 7, only construction related civil judgments known to
the CSLB are disclosed.
Arbitrations are not listed unless the contractor fails to comply with
the terms of the arbitration.
Due to workload, there may be relevant information that has not yet
been entered onto the Board's license data base.
Extract Date: 03/25/2004
* * * Business Information * * *
T B PENICK & SONS INC
9747 OLSON DR
SAN DIEGO, CA 92121
Business Phone Number: (858) 558-1 800
Entity: Corporation
Issue Date: 07/28/1959 Expire Date: 05/31/2004
* * * License Status * * *
I
This license is current and active. All information below should be
reviewed.
* * * Classifications * * *
3/25/2004
License Detail
IA I IC-81
Page 2 of 3
GENERAL ENGINEERING CONTRACTOR
CONCRETE
ilclasslr ~ Descriotion II
PI;
- ___
IliGENERAL BUILDING CONTRACTOR il
Description
mltASBESTOS - (for bidding purposes only)
11~27 LANDSCAPING
* * * Certifications * * *
* * * Bonding Information * * *
CONTRACTOR'S BOND: This license filed Contractor's Bond number
1221717 in the amount of $10,000 with the bonding company
INSURANCE COMPANY OF THE WEST.
Effective Date: 01/01/2004
Contractor's Bondincl History
BOND OF QUALIFYING INDIVIDUAL(1): The Responsible Managing
Officer (RMO) MARC EDWARD PENICK certified that he/she owns 10
percent or more of the voting stocklequity of the corporation. A bond of
qualifying individual is not required.
Effective Date: 02/09/2000
BQl's Bonding History
* * * Workers Compensation Information * * *
This license has workers compensation insurance with the
NATIONAL UNION FIRE INSURANCE COMPANY OF PITTSBURGH, PA
Policy Number: WC7165818 Effective Date: 09/01/2003 Expire Date:
09/01/2004
Workers Compensation History -
Personnel listed on this license (current or disassociated) are listed
http://www2.cslb.ca.gov/CSLB~LIBRARY/License+Detail.asp 3/25/2004
/-
License Detail
on other licenses.
Personnel List Other Licenses
License Number Contractor Name Personnel Name
Request Request Reauest
Salesoerson Name
Re Salesperson Request
Q 2003 State of California. Conditions of Use Privacy Policy
http://www2 .cslb.c a.gov/CSLB-LIBRARY/License+Detail. asp
Page 3 of 3
3/25/2004
Personnel List Page 1 of 1
Personnel List
Contractor License #
185381
Click on the person's nam
Name
THOMAS
MICHAEL
SAMMONS
MARC EDWARD
PENICK
THOMAS
LLOYD PENICK
TIMOTHY JOHN
PENICK
WAYNE
RONALD
MYERS
LLOYD T
DECEASED
PENICK
JOHN THOMAS
BOYD
to see
CALIFORNIA CONTRACTORS STATE LICENSE
BOARD
more detailed page of information on that person.
Association
Date Title
05/08/1990 VICE
PRESIDENT
RMO/E 11/01/1983
RMO/P 07/28/1959
OFFICER 05/08/1990
07/28/1959 VICE
PRESIDENT
CH/E 07/28/1959
OFFICER 05/28/2003
Disassociation More
Date 'lass Class
04/08/2002
B More
02/09/2000 C-8 More
04/08/2002
05/17/1979
Contractor Name Personnel Name License Number
Request Request Request
Salesuerson Name Salesperson Request Re
Q 2003 State of California. Conditions of Use Privacy Policy
http://www2.cslb.ca.gov/CSLB~LIBRARY/Personnel+List.asp?LicNum= 18538 1 3/25/2004
IF A SOLE OWNER OR SOLE CONTRACTOR SIGN HERE:
(1) Name under which business is conducted
(2) Signature (given and surname) of proprietor
(3) Place of Business
City and State
(Street and Number)
(4) Zip Code Telephone No.
IF A PARTNERSHIP, SIGN HERE:
(1) Name under which business is conducted
(2) Signature (given and surname and character of partner) (Note: Signature must be made by a
general partner)
... ... ... ... ...
(3) Place of Business
(Street and Number)
City and State
(4) Zip Code Telephone No. IF A CORPORATION, SIGN HERE:
(1) Name under which business is conducted % ?ew\Lk \ 5D v6
91Yl obt\ Q v. ‘&VI CA qZ\tl
Impress Corporate Seal here
a Revised: 10/08/03 Contract No. 3883-1 Page 23 of 106 Pages
s- 6 t*-m VL- ;3) incorporated under the laws of the State of clx\
(4) Ptace of Business O\b* P Y.
City and State 5 v1 b<\PrnO . Lh q7,\t1
(5) zip Code Q2\ I( Telephone No. (-8%) -1 so0
(Street and Number)
NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE
ATTACHED
List below names of president, vice president, secretary and assistant secretary, if a corporation; if a
partnership, list names of all general partners, and managing partners:
Contract No. 3883-1 Page 24 of 106 Pages
BID SECURITY FORM
SIDEWALK IMPROVEMENTS ON JEFFERSON STREET
CONTRACT NO. 3883-1
(Check to Accompany Bid)
(NOTE: The following form shall be used if check accompanies bid.)
1
I Accompanying this proposal is a *Certified *Cashiers check payable to the order of CITY OF
D CARLSBAD, in the sum of LI+Y AL w by (we *r dd Il6A
dollars ($ qx 053 >I this amount being ten percent (10%) of the total amount of the bid. The proceeds df this check shall
become the property of the City provided this proposal shall be accepted by the City through action of
its legally constituted contracting authorities and the undersigned shall fail to execute a contract and
furnish the required Performance, Warranty and Payment Bonds and proof of insurance coverage
within the stipulated time; otherwise, the check shall be returned to the undersigned. The proceeds of
this check shall also become the property of the City if the undersigned shall withdraw his or her bid
within the period of fifteen (15) days after the date set for the opening thereof, unless otherwise
required by law, and notwithstanding the award of the contract to another bidder.
*Delete the inapplicable word.
(Note: If the Bidder desires to use a bond instead of check, the Bid Bond form on the following pages
shall be executed--the sum of this bond shall be not less than ten percent (10%) of the total amount
of the bid.)
Revised: 10/08/03 Contract No. 3883-1 Page 25 of 106 Pages
~ ~~~~
.I
BIDDER'S BOND TO ACCOMPANY PROPOSAL
SIDEWALK IMPROVEMENT8 ON JEFFERSON STREET'
CONTRACT NO, 3883-1
KNOW ALL PERSONS BY THESE PR€SE:NfS:
as Surety are held and firmly bound unto the dity of Carlsbad, California, in an amount as follow: (must be at least ten peroent (10%) of the bid arnount)lo% OF for which payment, well and truly made, we bind ourselves, our heirs, executors and administrators,
successors or assigns, Jointly and severatly, firmly by these presents.
THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that if the proposal of the above- bounden Principal for:
SIDEWALK IMPROVEMENTS ON JEFFERSON STREET
CONTRACT NO. 8883.1
Thatwe,T.B. Pmm & SONS, INc. Principal, and LIBERTY INSWCE PMPAl?Y
AMXJNT *ID
In the City of Carlsbad, is accepted by the City Counoil, and If the Principal shall duly enter Into and
execute a Contract including required bonds and insurance policies within twenty (20) days from the
date of award of Contract by the City Council of the Cii of Carlsbad, being duly notified of said
award, then this obligation shall become null and void: otherwise, it shall be and remain in full force and effect, and the amount specified herein shall be forfeited to the sald City. A
....
....
... t
....
....
....
,...
....
....
....
6 'Revised: 10108/03 Contract No. 3883-1
~ ~ -~
Pap 28 of 106 Pages
In tho event Principal executed thk bond as an individual, it is agreed that the death of Principal shall not exonerate the Sum from Its Wigation8 under this bond.
Exmuted by PRINCIPAL this ~. , .22nd day Executed by SURETY this 22nd day of
of MARCH ,209k. MARCH J 20 04 __.
PRINCIPAL: SURETY.
LIBERTY MUTUAL INSURANCE T.B. PENICR & SON$, INC.
(me of Surety)
505 S. EIBIN STREET, SUITE 830 ORBNGE, CA 92868
(address of Surety) By:
JQQ q&!QZ (714) 542-9479
(print name here)
AMERICA SAN MARTIN, ATTORNEY-IN-FACT
(printed name of Attorney-in-Fact)
(A+ch oorporat0 resolution showing currefit power of attorney.)
I
(title arid organlzation of signatory)
(Proper notarial acknowledge of execution by PRlNClPAL and SURElY must be attached.)
(President or vice-president and secretary or assistant secretary must sign for corporations. If only
one officer signs, the corporation must attach a resolution certified by the secretary or assistant
seoretary under corporate sed empowering that officer to bind the corporation,)
(If signed by an individual partner, the partnership must attach a statement of partnership authorizlnd the partner to execute this Instrument.)
APPROVED AS TO FORM: RONALD R. BALL City Attorney
By; Peputy City Attorney \
Revisad: 10/08/03 Contraot No. 3883-1 Page 27 of 106 Pages
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT -I
} ss.
State of California
County of SAN DIEGO
On 3-22-04 before me, MARIA v. DRIPPS. NOTARY PUBLIC ,
personally appeared AMERICA SAN MARTIN
Date Name and Vtle of Officer (e.g.. “Jane Doe. Notary Public”)
Name@) of Signer(s)
B personally known to me
0 proved to me on the basis of satisfactory
evidence
to be the person($ whose name@ is/=
subscribed to the within instrument and
acknowledged to me thatmshem executed
the same in lWher/i€EE authorized
capacity(ies), and that by XEilherDtElf
signatureo on the instrument the person($, or
the entity upon behalf of which the person(@
acted, executed the instrument.
WITNESS my hand and official seal.
OPTIONAL
Though the information below is not required by law. it may prove valuable to persons relying on the document and could prevent
fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date: Number of Pages:
Signer@) Other Than Named Above:
Capacity(ies) Claimed by Signer
Signer’s Name:
0 Individual
0 Corporate Officer - Title(@:
0 Partner - 0 Limited 0 General 0 Attorney-in-Fact
0 Trustee 0 Guardian or Conservator
0 Other:
Signer Is Representing:
0 1999 National Notary Association - 9350 De Soto Ave.. P.O. Box 2402 - Chatworth. CA 91313-2402 - w.nationalnotaiy.org Prod. No. 5907 Reordet: Call Toll-Free 1-800-8764827
1427552
This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated.
LIBERTY MUTUAL INSURANCE COMPANY
POWER OF ATTORNEY zc BOSTON, MASSACHUSETTS
KNOW ALL PERSONS BY THESE PRESENTS: That Liberty Mutual Insurance Company (the %ompany"), a Massachusetts stock insurance
company, pursuant to and by authority of the By-law and Authorization hereinafter set forth, does hereby name, constitute and appoint
BART B. STEWART, DAVID L. WALKER, JACK T. WARNOCK, VALERIE M. PEARCE, LmCIA SAN MARTIN,
JAMES BALDASSARE, JR., LAWRENCE F. MCMAHON, AMEFHCA SAN MARTIN, CHRISTINE A. PATERSON, ALL OF THE CITY OF SAN DIEGO, STATE OF CALIFORNIA ...................................................................................................................
, each individuallv if there be more than one named, its true and lawful attornev-in-fact to make, execute, seal, acknowledae and deliver. for and on its behalf as sure and as its act and deed, any and all undertakings, bonds, recognizances and other surety obli f!22s in tie penal sum not exceeding FIW MILLI~N AND oonoo***************** ) each, and the DOLLARS ($ ~,MH),o~~.o8
execution of such undertakings, bonds, recognizances and other surety
Company as if they had been duly signed by the president and attested by t
That this power is made and executed pursuant to and by au
ns, in pursuance of these presents, shall be as binding upon the
tary of the Company in their own proper persons. I of the following By-law and Autho
ARTICLE Xlll - Execution of Contracts: Section 5. Surety Bonds and Undertakings.
Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys-in-fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their
signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary.
& 8 By the following instrument the chairman or the president has authorized the officer or other official named therein to appoint attorneys-in-fact: sal q Pursuant to Article XIII, Section 5 of the By-Laws, Garnet W. Elliott, Assistant Secretary of Liberty Mutual Insurance Company, is hereby +" L authorized to appoint such attorneys-in-fact as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and
deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. .- m
0 That the By-law and the Authorization set forth above are true copies thereof and are now in full force and effect.
IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of Liberty Mutual Insurance Company has been affixed thereto in Plymouth Meeting, Pennsylvania this 7th day of
Ea
61
9 2004.
5 Januarv
LIBERTY MUTUAL INSURANCE COMPANY
COMMONWEALTH OF PENNSYLVANIA ss COUNTY OF MONTGOMERY 22
, 2004 , before me, a Notary Public, personally came Gamet W. Elliott, to me known, and acknowledged that he is an Assistant Secreta;?f Liberty Mutual Insurance Company; that he knows the seal of said corporation; and that he executed the above rate seal of Liberty Mutual Insurance Company thereto with the authority and at the direction of said corporation.
CERTIFICATE
I, the undersigned, As is a full, true and correct copy, is in full force and effect on the date of thts certificate; and l do further certify that the officer or official who executed the said power of attorney is an Assistant Secretary specially authorized by the chairman or the president to appoint attorneys-in-fact as provided in Article XIII, Section 5 of the By-laws of Liberty Mutual Insurance Company.
This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the
following vote of the board of directors of Liberty Mutual Insurance Company at a meeting duly called and held on the 12th day of March, 1980.
VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company, wheraver appearing irpon a certified copy of any power of attorney issued by the company in connection with surety bonds, shall be valid and bmclifig upm the company with the same force and effect as though manually affixed.
day of
rc
'IN T-Y WHEREO5&e hereunto subscribed my name and affixed the corporate seal of the said company, this 22nd
A
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT -
} SS.
State of California
County of
before me,
Name and Title of Mficer (e g , ”Jane Doe, Notaly PubW On
personally appeared
Hersonally known to me
0 proved to me on the basis of satisfactory
evidence
to be the person(+ whose name(k$is/a\
subscribed to the within instrumen and
acknowledged to me that he/shq/tlhy executed
the sa e in his/Hay/tt&r authorized
capacity(% and that by his/hq/tt?8i.r
signaturewon the instrument the personwor
the entity upon behalf of which the person%
acted, executed the instrument.
WITNE- hand and official seal.
Signature of Notary Public k .I Signature of Notary Public
W
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date: Number of Pages:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer
Signer’s Name:
0 Individual
0 Corporate Officer - Title(s):
0 Partner - 0 Limited 0 General
3 Attorney-in-Fact
0 Trustee
0 Guardian or Conservator
0 Other:
Signer Is Representing: -
Prod No 5907 Reorder: Call Toll-Free 1-600-876-6827 0 1999 National Notary Association * 9350 De Soto Ave.. P.O. Box 2402 - Chalsworth, CA91313-2402 * w.nationalnotary.org
MINUTES OF A SPECIAL MEETING OF
THE BOARD OF DIRECTORS OF
T.B. PENICK & SONS, INC.
A CALIFORNIA CORPORATION
AUTHORIZATION OF JOE VALDEZ AS A BINDING CORPORATE SIGNATUREi
A Special Meeting of the Board of Directors of T. B: PENICK & SONS, INC., was held at the
Corporate Offices, San Diego, California, on July 3 1,2003 for the limited purpose of authorization by
the Board of Directors of Joe Valdez as a corporate signer on all bid documents and contract
documents.
The following directors were present:
MARC E. PENICK
TIMOTHY J, PENICK
WHEREAS, Joe Valdez, as the Senior Estimator and Project Manager, has primary
J
responsibility for the bidding, procuring, and performance of projects;
NOW, THEREFORE, be it RESOLVED that Joe Valdez, is hereby given the authority and is
authorized to sign and documents required for bidding, procuring, or performing a project, including
but not limited to pre-qualification statements, bid documents, WP’ s, contracts, change orders, bonds,
and the like, on behalf of T. B. Penick & Sons, Jnc., and so bind the corporation with his signature.
APPROVED.
Upon motion duly made and seconded and unanimously carried the resolution was
There being no further busine :ss&jiorpdEibythe n Dirrthe meeting
(seal)
was adjourned.
I
Company Profile Page 1 of 2
a. ."
<-
e
Company Profile In
LIBERTY MUTUAL INSURANCE
COMPANY
175 BERKELEY ST
BOSTON, MA 021 16
800-262-8238
Agent for Service of Process
JERE KEPRIOS, C/O CT CORPORATION SYSTEM 818 WEST SEVENTH STREET,
2ND FLOOR LOS ANGELES, CA 90017
Unable to Locate the Agent for Service of Process?
Reference Information
NAIC #: 23043
California Company ID #: 1022-3
NAIC Group #: 0111
Date authorized in
California: August 30,1929
UNLIMITED-
NORMAL License Status:
Company Type: Property & Casualty
State of Domicile: MASSACHUSETTS
Lines of Insurance Authorized to Transact
The company is authorized to transact business within these lines of insurance. For an
explanation of any of these terms, please refer to the glossary.
AIRCRAFT
AUTOMOBILE
BOILER AND MACHINERY
Company Profile Page 2 of 2
-. BURGLARY
COMMON CARRIER LIABILITY
CREDIT
DISABILITY
FIRE
LIABILITY
MARINE
MISCELLANEOUS
PLATE GLASS
SPRINKLER
SURETY
TEAM AND VEHICLE
WORKERS' COMPENSATION
Company Complaint Information
Company Enforcement Action Documents
Company Performance & Comparison Data
Composite Complaint Studies
Want More?
Help Me Find a Company Representative in My Area
Financial Rating Organizations
Last Revised - February 18,2004 03: 13 PM
Copyright 8 California Department of Insurance
Disc1 aimer
http://cdinswww.insurance.ca.gov/pls/wu~co~prof/idb~co~prof~utl.get~co~prof?p~E~=3O ... 3/25/2004
GUIDE FOR COMPLETING
THE “DESIGNATION OF SUBCONTRACTORS” FORM
REFERENCES Prior to preparation of the following Subcontractor disclosure form Bidders are urged
to review the definitions in section 1-2 of the SSPWC (“Greenbook”) and in the Supplemental
Provisions to this Contract, especially, “Bid, “Bidder”, “Contract”, “Contractor”, “Contract Price”,
“Contract Unit Price”, “Engineer”, “Subcontractor” and “Work” and the definitions in section 1-2 of the
Supplemental Provisions especially “Own Organization.” Bidders are further urged to review sections
2-3 SUBCONTRACTS of the Greenbook and section 2-3.1 of these Supplemental Provisions.
CAUTIONS This form will be used by the Agency to determine the percentage of work that the
Bidder proposes to perform. Bidders are cautioned that failure to provide complete and correct
information may result in rejection of the bid as non-responsive. Any bid that proposes performance
of more than 50 percent of the work by subcontractors or otherwise to be preformed by forces other
than the Bidder’s own organization will be rejected as non-responsive. Specialty items of work that
may be so designated by the Engineer on the “Contractor‘s Proposal” are not included in computing
the percentage of work proposed to be performed by the Bidder.
INSTRUCTIONS The Bidder shall set forth the name and location of business of each and every
subcontractor whom the Bidder proposes to perform work or labor or render service in or about the
work or improvement, and every subcontractor licensed as a contractor by the State of California
whom the Bidder proposes to specially fabricate and install any portion of the work or improvement
according to detailed drawings contained in the plans and specifications in excess of one-half of one
percent (0.5%) of the Bidder’s total bid or, in the case of bids or offers for the construction of streets
and highways, including bridges, in excess of one-half of one percent (0.5%) or ten thousand dollars
($1 0,000) whichever is greater. Said name(@ and location@) of business of subcontractor(s) shall be
set forth and included as an integral part of the bid offer,
The Designation of Subcontractors form must be submitted as a part of the Bidder’s sealed bid.
Failure to provide comDlete and correct information mav result in reiection of the bid as non-
responsive.
Suppliers of materials from sources outside the limits of work are not subcontractors. The value of
materials and transport of materials from sources outside the limits of work, as shown on the plans,
shall be assigned to the Contractor or the Subcontractor as the case may be, that the Bidder
proposes as installer of said materials. The value of material incorporated in any Subcontractor-
installed bid item that is supplied by the Bidder shall be included as a part of the work that the Bidder .
proposes to be performed by the Subcontractor installing said item.
When a Subcontractor has a Carlsbad business license, the number must be entered on the proper
form. If the Subcontractor does not have a valid business license, enter “NONE” in the appropriate space.
When the Bidder proposes using a Subcontractor to construct or install less than 100 percent of a
bid item, the Bidder shall attach an explanation sheet to the Designation of Subcontractor form. The
explanation sheet shall clearly apprise the City of the specific facts that show the Bidder proposes to
perform no less than fifty percent (50%) of the work with its own forces.
Determination of the subcontract amounts for purposes of award of the contract shall be determined
by the City Council in conformance with the txovisions of the contract documents and the
’ . Supplemental Provisions. The decision of the City Council shall be final.
r
* @ Revised: 10/08/03 Contract No. 3883-1 Page 28 of 106 Pages
I-
Contractor is prohibited from performing any work on this project with a subcontractor who is
ineligible to perform work on a public works project pursuant to Labor Code Sections 1771.1 or
1777.7.
Bidders shall make any additional copies of the disclosure forms as may be necessary to provide the
required information. The page number and total number of additional form pages shall be entered in the location provided on each type of form so duplicated.
1 @ Revised: 10/08/03 Contract No. 3883-1 Page 29 of 106 Pages
I
1
DESIGNATION OF SUBCONTRACTOR AND
AMOUNT OF SUBCONTRACTOR'S BID ITEMS
SIDEWALK IMPROVEMENTS ON JEFFERSON STREET
CONTRACT NO. 3883-1
The Bidder certifies that it has used the sub-bid of the following listed subcontractors in preparing this bid for the Work and that the listed subcontractors will be used to perform the portions of the Work as designated in this list in accordance with applicable provisions of the specifications and section 4100 et seq. of the Public Contract Code, "Subletting and Subcontracting Fair Practices Act." The
Bidder further certifies that no additional subcontractor will be allowed to perform any portion of the Work in excess of one-half of one percent (0.5%) of the Bidder's total bid, or in the case of bids or offers for construction of streets and highways, including bridges, in excess of one-half of one percent (0.5%) or ten thousand dollars ($lO,OOO), whichever is greater, and that no changes in the subcontractors listed work will be made except upon the prior approval of the Agency.
SUBCONTRACTOR'S BID ITEMS
Subcontractor's License No.* [%538\
Page 1 of \ pages of this Subcontractor Designation form
~~
Pursuant to section 4104 (a)(2)(A) California Public Contract Code, receipt of the information preceded by an asterisk may be submitted by the Bidder up to 24 hours after the deadline for submitting bids contained in the "Notice Inviting Bids." .
@ Revised: 10/08/03 Contract No. 3883-1 Page 30 of 106 Pages
BIDDER'S STATEMENT OF FINANCIAL
(To Accompany Proposal)
SIDEWALK IMPROVEMENTS ON JEFFERSON STREET
CONTRACT NO. 3883-1
Copies of the latest' Annual Report, audited financial statements or Balance Sheets may be
submitted under separate cover marked CONFIDENTIAL.
Revised: 10/08/03 Contract No. 3883-1 Page 31 of 106 Pages
CERTIFICATE OF ACCOUNTANT
FOR AN AUDIT OF A FINANCIAL STATEMENT
STATE OF CALIFORNIA
de have audited the balance sheet of T.B. Penick & Sons, Inc. as of December 31 , 2002, and the
?elated statements of income, retained earnings, and cash flows for the year then ended. These
financial statements are the responsibility of the Company’s management. Our responsibility is to
2xpress an opinion on those financial statements based on our audit.
We conducted our audit in accordance with auditing standards generally accepted in the United States of
America. Those standards require that we plan and perform the audit to obtain reasonable assurance
about whether the financial statements are free of material misstatement. An audit includes examining,
on a test basis, evidence supporting the amounts and disclosures in the financial statements. An audit
also includes assessing the accounting principles used and significant estimates made by management,
as well as evaluating the overall financial statement presentation. We believe that our audit provides a
reasonable basis for our opinion.
In our opinion, the financial statements referred to above (included on pages __to -, inclusive) present
fairly, in all material respects, the financial position of T.B. Penick & Sons, Inc. as of December 31 , 2002,
and the results of its operations and its cash flow n conformity with accounting
principles generally accepted in the United States
McGladrey & Pullen, LLP
(Print Name of Firm)
619.516.1142 72743 (Telephone No.) (License No.)
The above Certificate of Accountant shall not be made by any individual who is in the regular employ of the
individual, partnership, corporation or firm submitting the statement, nor by any individual who is a member of the firm
with more than a IO percent financial interest.
ATTACH CONTRACTOR’S MOST RECENT FINANCIAL STATEMENT
OR
COMPLETE THE ATTACHED FORM OF FINANCIAL STATEMENT
Financial Report
December 31,2002
.-
McGladrey & Pullen, LLP Is an independent member firm of RSM International, an affiliation of independent accounting
and msullng Inns.
CONTENTS
INDEPENDENT AUDITORS REPORT ON THE
FINANCIAL STATEMENTS
1
- ~~~
FINANCIAL STATEMENTS
Balance sheet
Statement of income
Statement of retained earnings
Statement of cash flows
Notes to financial statements
2
3
4
5
6-15
INDEPENDENT AUDITORS REPORT ON THE
SUPPLEMENTARY INFORMATION 16
SUPPLEMENTARY INFORMATION
Earnings from contracts
Completed contracts
Contracts in progress
17
18
19
2
INDEPENDENT AUDITOR'S REPORT
ON THE FINANCIAL STATEMENTS
To the Board of Directors
T.B. Penick & Sons, Inc.
San Diego, California
We have audited the accompanying balance sheet of T.B. Penick & Sons, Inc. as of December 31, 2002, and the . related statements of income, retained earnings, and cash flows for the year then ended. These financial statements
are the responsibility of the Company's management. Our responsibility is to express an opinion on those financial
statements based on our audit.
We conducted our audit in accordance with auditing standards generally accepted in the United States of America.
Those standards require that we plan and perform the audit to obtain reasonable assurance about whether the
financial statements are free of material misstatement. An audit includes examining, on a test basis, evidence
supporting the amounts and disclosures in the financial statements. An audit also includes assessing the accounting
principles used and significant estimates made by management, as well as evaluating the overall financial statement
presentation. We believe that our audit provides a reasonable basis for our opinion.
In our opinion, the financial statements referred to above present fairly, in all material respects, the financial position
of T.B. Penick & Sons, Inc. as of December 31,2002, and the results of its operations and its cash flows for the year
then ended in conformity with accounting principles generally accepted in the United States of America.
San Diego, California
March 28,2003
McGladrey 8, Pullen, LLP is an Independent member firm of RSM International, an affiliation of independent accountlng
and consulting firms. 1
T.B. PENICK & SONS, INC.
Balance Sheet
December 31,2002
ASSETS (Notes 6 and 7)
Currentksets
Cash and cash equivalents $ 4 1,502
Contract receivables (Notes 2 and 3) 13,697,321
Retentions receivable 5,322,985
Costs and estimated earnings in excess of billings on uncompleted contracts (Note 4) 3,093,952
Aftiliate receivable (Note 5) 44,209
Prepaid expenses and other current assets 604,860
Total current assets 22,804,829
Cash surrender value of life insurance policies (Note 8) 304,235
Property and Equipment, net (Note 2) 999,081
$ 24,108,145
LIABILITIES AND STOCKHOLDERS' EQUITY
Current Liabilities
Line of credit (Note 7) 2,500,000
Current portion of long-term debt (Notes 6) 367,496
Accounts payable (Note 5) 6,882,102
Retentions payable 2,821,099
Billings in excess of costs and estimated earnings on uncompleted contracts (Note 4) 4,867,905
Accrued expenses 52 1,357
Total current liabilities 17,959,959
Long-term debt, less current maturities (Note 6)
Related party notes payable (Note 5)
Deferred compensation (Note 8)
622,404
950,000
378,545
1,950,949
Commitments and Contingencies (Notes 8 and 9)
Stockholders' Equity
Common stock, $1 0 par value; authorized 20,000 shares; issued and outstanding
4,500 shares
Additional paid-in capital
Retained earnings
45,000
22,543
4,129,694
4,197,237
$ 24,108,145
See Notes to Financial Statements.
2
T.B. PENICK & SONS, INC. -
Statement of Income
For the Year Ended December 31,2002
Contract revmue earned (Notes 3 and 5)
Cost of contract revenue (Note 5)
Gross profit
Selling, general and administrative expenses (Note 5)
Operating income
Other income (expense)
Other income
Interest (expense) (Note 5)
$ 72,347,671
66,401,539
5,946,132
4,431,045
131 5,087
133,616
(251,400)
(1 1 7,784)
Income before income taxes
State income tax expense
1,397,303
20,100
Net income
F
~ ~~
$ 1,377,203
See Notes to 'FinancialStatements.
3
T.B. PENICK & SONS, INC.
Statement of Retained Earnings
For the Year Ended December 31,2002
Balance, December 31,2001 $ 2,827,491
Net income 1,377,203
Distributions (75,000)
Balance, December 31,2002 $ 4,129,694
See Notes to Financial Statements.
4
/-- T.B. PENICK & SONS, INC.
Statement of Cash Flows
For the Year Ended June 30,2002
Cash Flows from Operating Activities
Net income
Adjustments to reconcile net income to net cash provided by operating activities:
Depreciation
Gain on sale of property and equipment
Deferred compensation
Decrease in cash value of life insurance
(Increase) decrease in:
Contracts and retentions receivable
Contracts in progress
Affiliate receivable
Prepaid expenses and other current assets
Accounts and retentions payable
Accrued expenses
Changes in working capital components:
Increases in:
Net cash provided by operating activities - Cash Flows from Investing Activities
Proceeds from sale of property and equipment
Purchases of property and equipment
Benefits paid under deferred compensation plan
Net cash (used in) investing activities
Cash Flows from Financing Activities
Net payments on line of credit
Net proceeds from the issuance of related party notes payable
Payments on long-term debt
Distributions
Net cash (used in) financing activities
Net decrease in cash and cash equivalents
Cash and Cash Equivalents:
Beginning
Ending
Cash payments for:
Supplemental Cash Flow Information
Interest
Income taxes
See Notes to Financial Statements.
$ 1,377,203
304,027
(12,081)
69,275
77,621
(7,100,540)
1,742,763
272,947
(366,744)
3,744,438
263,178
372,087
14,750
(214,102)
(14,532)
(21 3,884)
(150,000)
25,000
(1 79,287)
(75,000)
(37 9,287)
(22 1,084)
262,586
fi 41,502
$ 252,856
$ 51 -500
5
T.B. PENICK & SONS, INC.
Notes to Financial Statements r
Note 1.
Nature of business
Nature of Business and Significant Accounting Policies
T.B. Penick and Sons, Inc. (the "Company") is a general contractor and concrete subcontractor engaged in the
construction of commercial and institutional buildings in all areas of private and public works primarily in Southern
California. The work is performed under fixed-price and modified fixed-price contracts. In connection with its normal
construction activities, the Company may be required to acquire performance, bid, andlor payment bonds. The
surety issuing the bonds has recourse against certain of the Company's assets in the event the surety is required to
honor the bonds. The length of the Company's contracts varies but typically ranges from six months to two years.
Billings are submitted as work progresses and the balance and retainages are due in accordance with the terms of
the contract. The Company does not require that contracts receivable be collateralized, but in most cases can apply
for a mechanic's lien against the property constructed or terminate the contract if a material default occurs.
A summary of the Company's significant accounting policies follows:
Use of estimates
The preparation of financial statements requires management to make estimates and assumptions that affect the
reported amounts of assets and liabilities and disclosure of contingent assets and liabilities at the date of the financial
statements and the reported amounts of revenues and expenses during the reporting period. Actual results could
differ fro'm those estimates. ,-
Revenue and cost recognition
Revenues from construction contracts are recognized on the percentage-of-completion method, measured by the
percentage of actual costs incurred to date to estimated total costs for each contract ("cost-to-cost" method). This
method is used because management considers expended actual costs to be the best available measure of progress
on these contracts.
Contract costs include all direct material and labor and those indirect costs related to contract performance, such as
indirect labor, supplies, tools, repairs and depreciation. Selling, general and administrative costs are charged to
expense as incurred. Provisions for estimated losses on uncompleted contracts are made in the period in which
such losses are determined. Changes in job performance, job conditions and estimated profitability, including those
arising from contract penalty provisions, and final contract settlements may result in revisions to costs and income
and are recognized in the period in which the revisions are determined. Profit incentives are included in revenue
when their realization is reasonably assured. An amount attributable to claims is included in revenue when
realization is probable and the amount can be reliably estimated.
The asset "Costs and estimated earnings in excess of billings on uncompleted contracts," represents revenue
recognized in excess of amounts billed. The liability "Billings in excess of costs and estimated earnings on
uncompleted contracts," represents billings in excess of revenue recognized.
6
T.B. PENICK & SONS, INC.
Notes to Financial Statements /"
Note 1. Nature of Business and Significant Accounting Policies (Continued)
Cash and cash equivalents
The Company maintains its bank accounts with a commercial bank in Walnut Creek, California. Accounts at this
institution are insured by the Federal Deposit Insurance Corporation (FDIC) up to $100,000. At times, the Company
holds aggregate bank balances in excess of FDIC insured limits. The Company has not experienced any losses in
such accounts. For the purposes of reporting cash flows, the Company considers all highly liquid investments
purchased with a maturity of three months or less at the date acquired to be cash equivalents.
Property and equipment
Property and equipment is stated at cost. Depreciation is computed by the straight-line method over the estimated
service lives of the related assets as follows:
Vehicles
Construction equipment
Office furniture and equipment
3-7
5-10
5-7
Leasehold improvements are depreciated over the shorter of the term of the lease or their estimated useful lives.
Long-Lived Assets
Long-lived assets to be held and used are reviewed for impairment whenever events or changes in circumstances
indicate that the related carrying amount may not be recoverable. When required, impairment losses on assets to be
held and used are recognized based on the excess of the asset's carrying amount over the fair value of the asset.
Long-lived assets to be disposed of are reported at the lower of carrying amount or fair value less cost to sell.
Income taxes
The Company, with the consent of its stockholders, has elected to be taxed under sections of federal and state
income tax law, which provide that, in lieu of corporation income taxes, the stockholders separately account for their
pro rata shares of the Company's items of income, deductions, losses and credits. Therefore, these statements
include provision for corporation income taxes only to the extent that the Company is subject to California tax under
provisions which require a 1.5% income tax on this type of entity.
J
Advertising costs
The Company expenses advertising and promotion costs as incurred. Advertising and promotion expenses totaled
$243,131 for the year ended December 31 , 2002.
Deferred compensation
The estimated cost of deferred compensation is accrued by a charge to compensation expense ratably over the
period to which the employees will be eligible for the benefits. .-
7
T.B. PENICK & SONS, INC.
cl Notes to Financial Statements
Note 1. Organization and Summary of Significant Accounting Policies (Continued)
New Accounting Pronouncements
In December 2002, the Financial Accounting Standards Board issued Interpretation No. 45, Guarantor‘s Accounting
and Disclosure Requirements for Guarantees, Including Guarantees of Indebtedness of Ofhers, which requires that a
guarantor recognize a liability for the fair value of an obligation undertaken in issuing certain guarantees. As
described in Note 12, the Company entered into an agreement subsequent December 31, 2002 to guarantee the
debt of an affiliate. The Company will be subject to that interpretation’s disclosure requirements.
In January 2003, the Financial Accounting Standards Board issued Interpretation No. 46, Consolidation of Variable
lnferest Entities (“FIN 46”). FIN 46 establishes standards for identifying a variable interest entity and for determining
under what circumstances a variable interest entity should be consolidated with its primary beneficiary. The
requirements of FIN 46 apply to the Company for its year ending December 31,2004. Management does not expect that adoption of this standard will have a material impact on the Company’s financial statements.
Note 2. Balance Sheet Information
Contract receivables
Contract receivables consist of the following. at December 31, 2002: I
Contracts receivable
Corn pleted contracts
Contracts in progress
$ 79,952
13,617,369
$ 13,697,321
Property and equipment
Property and equipment consist of the following at December 31,2002:
Vehicles
Construction equipment .
Office furniture and equipment
Leasehold improvements
Less accumulated depreciation
$ 1,345,260
855,4 0 1
301,418
233,326
2,7 35,405
1,736,324
!$ 999.081
8
T.B. PENICK & SONS, INC.
Notes to Financial Statements
I
Note 3. Major Customer
As of and for the year ended December 31, 2002, the Company had one major customer with a contract receivable
balance of approximately $6,031,000 and total revenues of approximately $1 4,578,000.
Note 4. Uncompleted Contracts
Information regarding uncompleted contracts as of December 31,2002 is as follows:
Total amount of contracts in progress
Cost incurred on uncompleted contracts
Estimated earnings
Less billings to date
$ 184,487,947
$ 108,401,670
8,862,669
(1 19,038,292)
$ (1,773,953)
Included in the accompanying balance sheet under the following captions:
Costs and estimated earnings in excess of billings on uncompleted contracts
Billings in excess of costs and estimated earnings on uncompleted contracts
$ 3,093,952
(4,867,905)
$ (1,773,953)
Backlog
The following schedule shows a reconciliation of backlog representing signed contracts at December 31,2002:
Balance of signed but unperformed work at beginning of year
New contracts and change orders during the year
Less: Contract revenue earned during the year
Balance, end of year
$ 48,065,634
91,505,644
139,571,278
(72,347,671)
$ 67.223.607
9
T.B. PENICK & SONS, INC.
rc
Notes to Financial Statements
Note 5. Transactions With Related Parties
Affiliate receivable and transactions with affiliate
The Company provides management and administrative services to an affiliate which is 50% owned by the two
Company stockholders. The Company bills the affiliate 6% of the affiliate’s monthly revenue and accounts for the
revenue and services cost as a separate contract in their financial statements. Total revenue earned for services
was approximately $21,400 for the year ended December 31, 2002, included in contract revenues. Gross profit on
this contract was approximately $12,700 for the year ended December 31, 2002. There were no amounts receivable
from the affiliate for management services as of December 31,2002.
In performing administrative services to the affiliate, the Company processes all payroll and vendor transactions
through its own records. The amount reimbursable to the Company for these transactions is recorded as an affiliate
receivable and was $44,209 at December 31,2002.
The Company utilizes the services of the affiliate to perform concrete cleaning and sealing services on projects.
Included in accounts payable at December 31, 2002 is approximately $3,100 due to the affiliate. Total expense for
these services was $38,664 for the year ended December 31,2002, included in cost of revenues.
Related party notes payable
The Company has issued the following unsecured notes payable to stockholders and other related parties at
December 31,2002:
rc
Note payable to affiliated LLC, principal due on December 20,2006, plus monthly
interest installments of 7% annually
Note payable to related party, principal due on December 20,2006, plus monthly
interest installments of 7% annually
$ 350,000
200,000
Note payable to stockholder, principal due on November 20,2006, plus monthly
interest installments of 7% annually 200,000
Notes payable to stockholders, principal due on December 23,2006, plus monthly
interest installments of prime (currently4.25%) + 1% annually 200,000
$ 950,000
Interest expense included in the accompanying income statement related to related party notes payable amounted to
approximately $61,200 for the year ended December 31, 2002. The related party notes are subordinated to all bank
debt (Notes 6 and 7).
10
T.B. PENICK & SONS, INC.
Notes to Financial Statements
/I
Note 5. Transactions With Related Parties (Continued)
Lease commitments
The Company leases its corporate and administrative office facilities from an entity owned by the Company’s
stockholders, under a long-term, non-cancelable operating lease agreement expiring August 2009. The initial term of
the lease was from June 1997 through June 2002. It was renewed in July of 2002, with an extended term through
July 2009. The agreement requires the payment of utilities, real estate taxes, insurance, and repairs, and monthly
payments of approximately $21,000, which are subject to yearly increases.
The following is a schedule by years of future minimum rental payments required under the operating lease
agreement:
Year Ending December 31 ,
2003 $ 253,400
2004 261,500
2005 269,900
2007 283,200 - Thereafter 472,000
2006 278,300
Total future minimum rental payments $ 1,818,300
Rent expensed and paid to the entity for the year ended December 31,2002, was approximately $250,000.
11
T.B. PENICK & SONS, INC.
Notes to Financial Statements
c
Note 6. Long-term Debt
Long-term Debt consists of the following at December 31,2002:
Note payable to bank, due in monthlyinstallments of approximately$6,700, plus
interest at 0.75% above the bank's base rate (4.25% at December 31 , 2002). Due
December 1,2006, collateralized by substantially all the Companys assets. $ 320,000
Note payable to bank, due in monthlyinstallments of$6,250, plus interest of
0.75% above the bank's prime rate (4.25% at December 31,2002). Due
November 29,2005, collateralized by substantially all the Com pany's assets.
Note payable to bank, due in monthlyinstallments of approximately$l3,900, plus
interest at 0.75% above the bank's prime rate (4.25% at December 31 , 2002). Due
November 29,2003, collateralized by substantially all the Company's assets.
Note payable to bank, due in monthlyinstallments of approximately$4,200, plus
interest at 0.75% above the bank's prime rate (4.25% at December 31,2002). Due
May29,2005, collateralized by substantially all the Company's assets.
Note payable to finance com pany, principal and interest due in monthly installments
of approximately$l,447. The note bears interest at 8.5% through January26,2021.
Collateralized by a Company vehicle.
Note payable to finance company, due in monthlyinstallments of approximately
$967, no interest, through December 31 I 2004. Collateralized bya Companyvehicle.
Less current portion
Long-term debt, net of current portion
218,750
146,993
120,833
160,127
23,197
989,900
367,496
$ 622,404
12
T.B. PENICK & SONS, INC.
Notes to Financial Statements
/I
Note 6. Notes Payable (Continued)
Aggregate maturities of long-term debt at December 31,2002 are as follows:
Year Ending December 31,
2003 $ 367,496
2004 220,847
2005 174,207
2006 85,033
2007 5,478
Thereafter 136,839
$ 989.900
Note 7. Line of Credit
The Company has a $7,500,000 line of credit with a commercial bank that is guaranteed by certain stockholders of
the Company and collateralized by substantially all the Company's assets. The line bears interest at the bank's base
rate (4.25% as of December 31, 2002) plus 0.5% or LIBOR (1.73% as of December 31, 2002) plus 3% at the
discretion of the Company. Borrowings on the line cannot exceed 50% of eligible receivables. As of December 31,
2002, $2,500,000 was outstanding and approximately $5,000,000 was available for future borrowings.
I
The Bank requires the maintenance of certain financial covenants of which the Company was not in compliance at
December 31,2002. The bank issued waivers for non-compliance through February 28,2003.
,
T.B. PENJCK & SONS, INC.
Notes to Financial Statements
,-
Note 8. Employee Benefit Plans
401(k) plan
The Company has an employee benefit plan established under the provisions of Internal Revenue Code Section
401(k). All employees who have completed one month of service and are nineteen years of age or employees who
have completed three consecutive full calendar months of employment are eligible to participate. Employees may
contribute up to the annual permissible dollar limit in effect for the plan year, subject to certain federal income tax
limitations. Employee contributions are 100% vested. The Company may make matching contributions of a uniform
percentage as determined by the Company’s Board of Directors annually. The Company made no contributions
during the year ended December 31,2002.
Pension benefit plan
The Company maintains a defined contribution pension benefit plan covering all full-time prevailing wage base
employees. Contributions are made by the Company and are not to exceed 10% of the employee’s eligible
compensation, based upon the prevailing wage requirements for each employee group and with respect to each job
or contract. The plan is subject to the minimum funding standard requirements of ERISA and the Internal Revenue
Service. Plan valuation dates are made at the end of each calendar year. Plan contributions charged to operations
for the year ended December 31,2002, were approximately $391,000. -
Deferred compensation and cash surrender value of life insurance policies
The Company has agreed to make payments to certain key employees of the Company upon termination, death, or
retirement. The payments are based upon predetermined amounts set in the agreements. The Company is
recognizing its obligation under these agreements over the period that the services are rendered by the employees
discounted to the net present value. Accordingly, approximately $379,000 is shown as long-term liabilities as of
December 31, 2002. Expense recognized relating to these agreements was approximately $69,300 for the year
ended December 31,2002. Benefits paid totaled approximately $14,500 for the year ended. December 31,2002.
The Company has purchased life insurance policies on the lives of the employees to assist in funding the Company’s
obligation under these agreements. At December 31, 2002, there were no loans outstanding under these policies.
Expense representing the decline in market value of the policies was approximately $77,000.
14
.-
T.B. PENICK & SONS, INC.
Notes to Financial Statements
rc
Note 9. Contingencies
Litigation
Certain claims, suits and complaints arising in the ordinary course of business may have been filed or may be
pending against the Company. In the opinion of management and its legal counsel, all such matters are reflected in
the financial statements, are adequately covered by insurance, or if not so covered, are without merit or are of such
kind, or involve such amounts, as would not have a significant effect on the financial position or results of operations
of the Company if disposed of unfavorably.
Contracts
Overhead costs charged to U.S. Government contracts are subject to periodic audits by government agencies. It is
management‘s opinion, based on historical experience, that the results of these audits will not have any material
effect on the Company’s financial position or results of operations.
Related party guarantees
In March 2003, the Company entered into an agreement with a bank to guarantee the performance of a bank note
and LOC payable by Penick 11, LLC (“Penick It”), which is owned and controlled by the Company’s shareholders. The
guaranty requires the Company to pay any principal amounts due under the note if Penick II does not make the
payments, as well as to remedy non-performance of other provisions in the agreement. The guaranty was signed in
conjunction with Penick 11’s refinancing of its mortgage debt for two office facilities, and was issued without any
consideration, The term of the guarantee is equal to the term of the related debt, which is due in monthly
installments through March 2008. The maximum potential amount of future payments the Company could be required
to make under its guarantees at date of signing is $1,700,000. Penick II has pledged the office facilities, in which the
Company is a lessee, as collateral to the bank. In the event the Company would be required to pay the entire
amount of the bank note, the value of the pledged building would be available to liquidate and recover some or all of
the amounts paid. In March 2003, management received an appraisal of $3.2 million for the facilities, which
management believes supports the value of the debt. However, any decision to liquidate the collateral would be
made after an evaluation of the circumstances at the time and therefore the amount of any recovery available to the
Company is not currently estimable. $
L
15
owmrl wmm wool
NN ..
m
I- m W
o
c m I- mm rlom mmo m rlmrl m rlm~em w mm N er-morl N mw 0 N mm -NO mmr- rl ww m 0 l-m r-mm wwrl m K-o o ~mrlor- m wm I)Qn 3 mnc, g
I 3
I m 0
.. .. .. ... .!!S 9: m m NW NN ww m mw F; GGCA-2 0' 26 N rlrl N r rl xv m rl 0 rlw d
......... r m ~ecfl N dm m
..... .... ... N~N
....
C.C... ................... ,GdGg<2m~mmm~ rmr-mmmmwduP r ~~~rlrom V'PNN~~N~~N rrl ~-drlrl~-mm~~wm m mrlwrlmorl dmrl rim mm, mo d
OOOO~OO~~OONW~~~OO~W~O~N~ ~WWONO~NO ~rlr-rlmwoomormo owooeoo~ooo~rm~-oom~mommm mmoooopmo moomo~momoewo .............................................. omoorloomoo~mr-mmoom~momme rooomormo mommmwmomoe~o omoomoomoomarlmmoommmommm mmoor-ommo r-ommmmmomommo rlrl rl rl d dd 4 drl d rl drl rlrl rlrl
6 C H
a 2
mmo mmo mmo drlN Ill rlrlrl 007 11 +om orlo
00 00 00 00 00 00 'NN (\IN II II orl rlrl 00 00 I1 II wm om 00~00 0
B
f! sr,
mrlmmrl r-wwr-m r-mmmm
0 00 0 00 0 00 Y Y? m &A rl rlm I I1 m ON 0 drl 13 z n O I4
momorlr-.(uo m o N o o O;N N mmm00aoo
omrlCumK-mrl em~wr-rnmo ooooooorl rlrlrlrlrldrlrl
N rlrl
N NN Ill
0 0 00 00 rldrld 0000 0000 NNNN
1111 A C%&lAO.$A o NO~~NO I IIIIII rl mcuommo 0 orlrloorl
N
u c H
24 0 a a, t4
IC P m
P m
W N m
m w
m
I mw rlN WP .. mrl P
mN mo
mo mo
mw
..
rl
rlN mr-
orl W q
c.
m 0 N
N r- m
'I P.W ww or-
P
.. mrl
PW lnN rlP
m w
;;
w 0 N
N P m
rl 0 0 N
rl 0 I P 0
CL! H X 2 c-7 El
2
n
0 E
N rl
mrl r- m rlrn
mw W m PN m o rl
d W m N rl
0) N m
r- rl
~~oarl~oo~mrlomwww~~w~owrlm=rmwm~~m~~ m~~m~m0wmornwowwm~0m~rlr-~rlw~mmwmm~m ~~arl~rnmmr-mrn~~m~~rlmr-mmm~~mwwow~mww
wmo~~~rlrlr-~~rlmrnmqm~~meo rl~~wrl~mrwmo wmmm~~mmm rnrlo wcr~rl~m w mrl~rnrlmww~) m rl rl m mwrl m mm orlmq
................................ .......... rim mmwwNPmN rlu, d~wmmm N ti w Prl
mwp~rlowrn~o ~~~m~~rl~oowwmotiwwoow~rloomr-mrlr-~mwwrl mmmorlwr-~mo wow~~owm~o~ooomrlooorlmooor~emmm~r-~mo
mrlmmwmmmmo r-~m~mowmmowmwom~woo~mmoor-m~mmwm~mo mwcommmmmmo mommmoo)mmo o~ommmoommmoo~~mmmmm~m~
............................................
rl rl rl rlrlrl rlrl rld
... . .. ...
d NrlP rl mrl Add N
.... .. .. c
dNdr- rl wrl rlrlrl N rl
rl mr-m
N .. Nrl
I IIIIIIIII IIIIII IIII iiiii.1. w wr-~t-o~rlww omrlwc'~ corn~r- r-mmwmm 0 oooorloooo rlorloog 0000 000000
rl 0 0 N I 0 N I
0 m
rlr(rlCUrlrlrl 0000000 0000000 NhlNNNNN IIIIIII rlrlmmwmo rnONrlrlNN IIIIIII wom~mmo OdOOOO& -
N 0 0 N I rl 0 I P 0
m w~m mm m mo 4 wrlo ON 0 cpm N mNrl mm W om
cp m r-e m m~ . .- -.
mw N rl
wm cpwm wm rlmm om rlmm
dd cp m
.-
w N
$ H
x u *.-I C (D 14
Pi
h
,
c
0 ,O I P 0 I m 0
m m m
.. rc
I. rl 'm
E H'U 0
U
0 2% mn 0 uo H
*a&
w
P N m
m
0 PNmmaNNw m mmmcsmmcum m cpm mmmcuw
m m wmw mN
5.-
rl
mw m
wm m mrl I-
N W m e W m
W 0 m cp N
NO qm N m ~mmdrl~~mwm~oorl m o ommo ~~wr-wmom~ mcp do m m wmmrl wrloomcpwrl~ wo WDm
~mmeemrl~emrlmmrlo~mooo~oomo~wmoorlr-o~mmommoo~~mmmom mmmmm~om~mo~mmo~~ooomoooomwr-mowmmm~wmm~oowme~mo~
mmr-emwm~m~o~o~ommooomoomoeeo~wommmmrm~mr-ooeww~mor mmmmmmmdmmomrmomwooomoomoewmmommmmmmmmmoommmmmoe
.................................................
d rlrl d d rl ddrl rld rl
.. NN
. . . . . . . . ..
.. .. . .. ~m rl mN N
.. e m m o 01 w'w cu.r- P rl d m o N cp emw~rlwwwmwmrlro~~ ~~~mrlmorlmcpm~~mwo
emmm ~~mmmrlr- $2; ...- .....-.
rl rl rl~m Nrl m N rl
. N .. rnN . c. d WN
~mmm~ wmwoo W o w l-a w o N mN a o rl mw
m
m wmrl
m m mm m m N .... .
rl m- m rl
m W m N w r
m Q'rl m 0 m r 8 'PI '
m mdcv rl om Q' -0 rl m omrl mo w l-m m com 0 N
l-r rl m .. ml-N
m
2 I I- O I CI) 0
mo~mmrlroooot-ootnov)rlo~om~ommorlrlv)t-~o.t-mt-orlmrlmoooowv)ri wmrlmmvmrlomomoo~mmmomommoomrwmrlmao~wmommmmooooooo
wv)wm~mmoomo-=roommm~omommowmmw~~maomwwomwmmoooomwo mmmmmmmcvo omoodmmm~mommommmmmmmmommmo~mmmoooommo
rl rl rlrl rlrl rl rl rl rlrlrlrl ri
................................................
olnmmr-mw rlwmrlmmo rl~wommm
m-srlcuNrlr- m~mcumNcv
.......
N
ro
mrl
~m
Nm
.I 00
rl
mln~mmamom~~~~~~~ro~'rmmrlrm rlw~m~ln~'orlrowmow~mv~~rm~ww rl~~'rlmorl~oWmin~mrlmorl~rlmmmwm
r-ln~rl~r~~~mdrl~mmvmmwwo~rr~ mr rlm~mmmrl m~mrlrlmmu~?* rn m NP qm
......................... owul inmm wrlw
wmm 0 w
-.- ....... -rvwt-mrlm r we~mm mrlmw
II I 1' I I I or~wwl-~~r~~mr~ow~rlmmmm~mmomom~mrr~owmommwm wrlmmm wmowmlnwmmwmt-~ooowwmrlow~mrlrlmrlm~r~m~m~~wmm~'m mrorlm ~mrwrrm~~'r-rl~'rlrom~~mcumowmw~m~wrl mommmm~~mww mrlmww
wrlrl rl a w ~mm mor v) drl rlwe mmmrl
........................... m~rl~owmornw~~rl~o~mwmm~mm~m moom m'r;"r;GD"m'dXm' cr.;F';r;m' W N (1 rlrl rl
N N
$3 1; 4J
mo uv
NNNNNNN 0000000 0000000 NNCVNNNN .I I I I I I I OQ'W~~~N rlNrlNNdN IIIIIII rmwwwmm 0000000
NN 00 00 NN I1 wrl ?J?
N N~~NNN 0 000000 0 000000 N NNNNNN I IIIIII o N~WW~Q m NONN~~O I IIIIII a mwmrww 0 000000
"N" 00000 00000 NNNNN Ill0
NN N 00 0 00 0
o,,,, rlmooo
000~0
IIIII wmwrlw
8 a 0 uw
.. wr 00
Li d H
W
.@
'PI . 5,
6 I
0 I
0
r
m
Li E: H
mo ou urn "T ec
-4 U
rn mu &it
0 vo H
an
om 00 rlo
0
w* md Pv)
wN mrl rl
.I
Wd mmrwwmommw mm rlrlwrlomo~rlm rllcoemmmmerl .. .. r-m
em mrl rlN r-Lo
.. i- P m
rl
mrlm m 0 N W
rmrlrlm P- w m mmmmm Q) w m mow e m rl m .. rlrl W N N rl
e
mcuo om oew me mmo rlo . GGn; N N
.wmm~ mope wcroe
........I_.. C.......... ... . ..... ~~;cJo~N~wNcJw~N~~~~N~N~~o~P mrlm G;NCGG.GG 2 - ewowtn m orl- drlrlrl rl rlrl rlrl rl N w wm rlmd m rld
. .. rl rld
r
,A
> 0 I I- O 1 m 0
F9
€4
. .I rl rlw
-0 rnrl P-m w w mom mo NN w mho m m mcum mw mm N om mm omhl w rl Pr- wcy mm rl
omm w r- Nhl do WN m 0 rl NW wrl 4 N d m m rl
m m mm r-rl w mm
Io rl rnrl r(rl
rl rlr- m m~ w .... ..... .... ..
mP- m rlmmmm mm mr-r- rl wm r-mm w cuw m mwmr mN r-mw m -cy am m r- m mmmrl
mrl m w mmrlcy N m d 0 N N v) N
r-m r-w wwr- N rlN m .m r- rl mm ww
rlrl mN ~NW cy ..... 5. .... ..
I I m~morlw~w~rlomo~mr~v)m~wr-mwv)m~wwcu~womorlmo~r-mmor-mrlmm r-rlmwmrmmr-mmr-tnmcurwmm~mro~mcymrwmm wowwmmrm~mcu~wmcy~ mrlr-wmwrld rm.vrlrlr~rrlmtn~momrlmrwv)w rrmdm,rwdrlrcuoNdmv .............................. rncudw~mdo mwmmrlr rl~~wmmmcup orrl~ N m wm mm mwr- r-r ........
r ww rlrl .rl tn m rlcy W w rl
cyvmm~wwrcymmmommm~ommwovwrlmmmmwocu~~mmmcyrmomomwwwr- mmm~owcymrlmmcyommm~mwmwmwmr-mo~m~wo~wom~~~romoor-mmrl ................................................ wmw~omrrrlrrlmovcytnmm~~cyr-mwormwmrlr cydm mwmr-orlowowov mmmmom m vmomwmm~rl mmm rvmmmrldm m cy cu mwo ormrmm
rlrl rl rl
rlwor-ow 0 mrowmmomomomo mwtnww m w o wcummw omvmw~ r-owrlwm w rrmr(Nmarlcumm~w mor-am w N r r-mmmm mmmwr(v) mwdmmrl m m~owmmmo~mm~r- mmr-or m cy r mowmrl rlmm-mm ....... ................................ mrwmmw w m-oom~~rlrnommrl owmmw r- w m mr-mmm wmomcuc) mmmmmm m .wmdmrlwmrlmrld~m orl om m cu rl o dm NN~ em m rnrl rlw mm o rl 0
rl N rl
... - o~cum~~wr-mmorlcumcymwrmmorl~mwmwr-mmorlcumvmwr-wmorl~cymr-mm r-r-r-~~r-rr-r-r-mmmmmmmwmwmmmmmmmmmmoooooooooorlrlrlrlrlrlrl~ ~mmmmmmmmm~~mmmmmmmmmmmmmmmmmmwwwwwwwwwwwwwwwwww rlrlrlrlrlrlrlrldrlrlrlrlrlrlr(rlrlrlrl~rlrlrlrlrlrlrldrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrl
m N 0
w
m 0003 rdwodom N ~NN. ~r-m~mwm wm or-mcnm~
3 m~r-mm. .....
d wrl
w~~md 01 m mmmmm 0 r- m NNN m N
0 0 rl rl
7
I 0 I F 0 I m 0
mmr- r- wwrl rl
dww rl
r-mr- m ..- N rl w
p'
WN~NW mwwmr( wwmmd
mwr-loo .....
rlddd
www Nw d~rl mm oom ww
w rl 4
W
m m
m
w
N In ln
m
m m
rl
r-
W
N
m
m m m
m
m - w
d
0 I- m
P
03 rl 0
m
..... ~lnm mm NN rl rlw m.
mrn~mwwru~mrloowm~~m ~mmdmmmmlnrnmrldommr- wmmr-rta NNNW~W~CO~N
G;GGGG mmmowm rlrlrl rlrl
...... . -..IC . G-G22G&G m mmr-mm m or-N rl WN N wrl rl
I mmrlmdprmmr-wemNm mwrl \Dmommmww N owm mr-m r-r-~wdwmrl rl mee m - mmmlnln~rlomemwwomm~ m~mmewrlmwmwmommmm NNmrlWm 0e~~r-m
..I. . ..... rlmm~ln rlwrlw rl ..... mort rl m rl
m~lnommo~mmowoo~ oow mrlmlnmwmoooo~wmm omw
~mw~mwwrt o mew o LO
..................
rlwmwr 0 Nor-
wmmw~e~wrlmw~rlrlr-~m rlrlwr--mrlmmmrl~mmwrl~
~~1wwmr-m mwmrlr-w wlndmrlw WNNNeN
.................
rl rl
wmmomm~mmrtwmmm~dmorl lno~~~wmdorl~r-~wmw~nm~rl ~mmmmr-0- rt r-wmmw~w
mlnrl mrl rl mrl rt
....... mrnmtnrlpm m' co'.J.GGro' m'
mmu+mmmrlmor-rtr-mmm~r- mmmwmwwmmmm~~r-w~~
mrl~orlm ~mmwmm
rlOatAmm rlrlrlLO~N00WN ...... ......
rlrl
wmwm w 0 d NO" rn 0 m 03N-d N m m
w m w
0 m
moooo momom mommw
m~Nmm m(vmcr
..... ww- wr mmm ON wmm wo
mmm om mm mrl
..... ..... r-wr-rn m m N rlNN d rN rl
PO
wo
NO m
mo ..
mo wo do
r-m
N
..
m
mmmdmm~mmmoommo oww~ooooood~wwowwwwr-m rlwmm~rlmw~moo~mo womm~omomomw~w~mmm~~~ wr-r-mrl~cuwommmwmo mm~~momrn~ommwwmmmlnwom
mmmommw~~ommwmm b~~b2G~~GG~~~dbG~~2m'~ mmmm rl m~m rlm~ mmrl m~mrldmr\l~N mmemrl dwo mr-
............... 00
r-0 mo .- -. mm
m N .. .. wrl rlo
TECHNICAL ABILITY AND EXPERIENCE
(To Accompany Proposal)
SIDEWALK lMPROVEMENTS ON JEFFERSON STREET
CONTRACT NO. 3883-1
The Bidder is required to state what work of a similar character to that included in the proposed
Contract he/she has successfully performed and give references, with telephone numbers, which will
enable the City to judge hidher responsibility, experience and skill. An attachment can be used.
Revised: 10/08/03 Contract No. 3883-1 Page 32 of 106 Pages
I
T.B. Penick & Sons, Inc.
Reference #I
District or Entity:
Phone #:
Address:
Names of Contact:
SCHOOL WORK '*'
San Diego Unified School Districf
61 9.725.7425
41 00 Normal Street San Diego, CA 921 03-2682
Steve Bovee
Scope of Work & Amount: Upgrade and Modernization/ $6,002,565.00
Job Name: Bell/ Montgomery Technology Upgrade/ Modernization
Reference #2
I'
'>
- ~~
District or Entity:
Phone #: 760.729.461 2
Add ress:
Names of Contact: Rob Todd
Scope of Work & Amount: Addition to School/ $5,513,346.00
Job Name:
Carlsbad Unified School District
801 Pine Ave Carlsbad, CA 92008
Aviara Oaks Middle School Portion I1
Reference #3
District or Entity:
Phone #:
Address:
Names of Contact:
Chula Vista Elementary School District
61 9.425.9600
84 East J Street, PO Box 904 Chula Vista, 6A 91910
Lowell Billings
Scope of Work 8 Amount: Modernization and Upgrade/ $4,153,819.00
Job Name: Chula Vista Schools Cluster 1
Reference #4
District or Entity: San Diego Unified School District
Phone #:
Address:
61 9.725.7425
4100 Normal Street San Diego, CA 92103-2682
Names of Contact: Steve Bovee
Scope of Work & Amount: Addition and Modernization/ $4,962,000.00
Job Name: Hamilton Elementary School Addition & Modernization
..
Reference #5
District or Entity: San Diego Unified School District
Phone #: 619.725.7425
Address: - 41 00 Normal Street San Diego, CA 921 03-2682
Names of Contact: Martin Frey
Scope of Work & Amount: Modernization/ $4,832,949.00
Job Name: Taw Pershing Middle Schools Modernization
4 Reference%
District or Entity:
Engineer/ Architect Ruhnau Ruhnau Clarke
Deserts Sands Unified School District
Phone #: 760-342-7626
Address: 47-950 Dune Palms Road La Quinta, CA 92253
Names of Contact: Bill McCabe
Scope of Work & Amount:
Job Name:
lndio School- Concrete, fencing, playground equip., etc.- $1,758,000
lndio Elementary School No.3
Reference #7
District or Entity:
C.M. /Architect: Columbo Construction
Kern Community College District
Phone #:
Address:
1661) 316-0100
3000 College Height Blvd Ridgecrest, CA 93,555
Names of Contact: Jason Sitton
Scope of Work & Amount: structural concrete, rebar & termite cantrol- $697,000
Job Name: Cerro Cos0 College BP #033
T.B. Penick & Sons, lnc.
Page #I
Reference #I
District or Entity:
Phone #:
Address:
Names of Contact:
I
1
ENGINEERING WORK
San Diego State University
61 9-594-8076
~ ~
5500 Campanile Drive San Diego, CA 921 82
Michael Woomer
Scope of Work & Amount: Field Turf Improvments- $562,239.00
Job Name: SDSU Fields 610 & 620- Field Turf
Reference #2
District or Entity: Metropolitan Transit Development Board
Phone #: 61 9-235-2632
Address:
Names of Contact: Brad Helgason
Scope of Work & Amount: Trolley Station & Bridge Improvements- $2,600,000
Job Name:
1255 Imperial Ave, Ste 1000 San Diego, CA 92101
Sorrento Valley Coaster Station
Reference #3
District or Entity: California Department of Transportation
Phone #: 858-467-4084
Address: 7177 Opportunity Road San Diego, CA 92121
Names of Contact: Ray Arinduque
Scope of Work & Amount: Main Street Road and Planting Improvements- $459,065
Job Name: Ramona Hwy Planting and Road Improvements Contract #I 1-079504
i
Reference #4
District or Entity: CalPeak Power LLC
Phone #: 503-224-6040
Address:
Names of Contact: Mike Walsh
Scope of Work & Amount: Concrete, Rebar, Fencing, Grading, Structural Steel- $3,000,000
Job Name: CalPeak
7365 Mission Gorge Road, Ste C San Diego, CA 92120
~ ~
Reference #5
District or Entity: Deserts Sands Unified School District
Phone #: 760-342-7626 1
Address: 47-950 Dune Palms Road La Quinta, CA 92253
Names of Contact: Bill McCabe
,-
I
Scope of Work & Amount: lndio School- Concrete, fencing, playground equip., etc.- $1,758,000
Job Name: lndio Elementary School No.3
I
T.B. Penick & Sons, Inc.
Project Experience
Project Name: Mira Costa College
Location: San Diego, CA
Project Description Construction of a new library; modernization and technology upgrade
Client Name: Mira Costa Community College District - Don Skelton (760)795-6691
Owner Name: Same as above
Architect Name: L.R. Design - Larry Rutsch (760)941-4647
Project Size: 1 acre
Original Completion Date: Sep-00 Actual Completion Date: Sep-00
Original Value: $ 4,232,000.00 Final Value: $ 4,442,583.00
Increase in contract value due to Owner requested changes -
I Project Name: St. Gregory the Great Catholic Church and Parish Facility
Construction of Mixed Use Facility and site work
Catholic Diocese of San Diego
Hyndman & Hyndman - Shelly Hyndman (760)634-2595
Location: Scripps Ranch, CA
Project Description
Client Name:
Owner Name: Same
Architect Name:
Project Size: 6 acres
Original Completion Date: Mar-00 Actual Completion Date: Mar-00
Original Value: $ 7,500,000.00 Final Value: $ 7,500,000.00
Project Name: Medical/Dental Clinic
Location: Miramar, San Diego, CA
Project Description
Client Name:
Owner Name:
Architect Name: N/A
Construction of Medical Clinic; Modernization and Tech. Upgrade
Department of the Navy - Lance Smith (619)532-1195
Department of the Navy
Project Size: 1.5 acres
Original Completion Date: Feb-02 Actual Completion Date: Feb-02
Original Value: $ 7,457,881 .OO Final Value: $ 9,034,886.00
Increase in contract value due to Owner requested changes
Project Name: CalPeak
Location: El Cajon, CA
Project Description Peaker Power Plant
Client Name:
Owner Name:
Project Size: 1 acre ,
Original Completion Date: . May02 ' Actual Completion Date: May-02
Original Value: . $ 1,963,261 .OO Final Value: $ 3,048,900.00
Increase in contract value due to Owner requested changes
IDC - Mike Walsh (503)224-6040
CalPeak Power LLC - JJ Fair (619)229-3770 Architect Name: IDC - Mike Walsh (503)224-6040. . 1.
.. - ..
Project Name:
Location:
Project Description
Client Name:
Owner Name:
Architect Name:
Project Size: 2 acres
Original Value: $ 3,058,755.00 Final Value: $ . 3,798,727.00
increase in contract value due to Owner requested changes
Sorrento South Corporate Center
9276 Scranton Road San Diego, CA
Office Towers; Design-Build Parking Structure
Swinerton & Walberg - Bob Robinson (858)622-4040
WCB Thirty-One Limited Partnership
Carrier-Johnson - Gary Mangham (61 9)239-2353
Original Completion Date: Nov-00 Actual Completion Date: NOV-00
I
T.B. Penick & Sons, Inc.
Synthetic Turf field Project References
District or Entity:
Phone #:
Address:
Names of Contact:
Scope of Work
Job Name: -
San Diego State University
61 9-594-8076
5500 Campanile Drive San Diego, CA 92182
Michael Woomer
& Amount: Field Turf Improvments- $562,239.00 a. '
SDSU Fields 61 0 & 620- Field Turf
BIDDER'S CERTIFICATE OF INSURANCE FOR
GENERAL LIABILITY, EMPLOYERS' LIABILITY, AUTOMOTIVE
LIABILITY AND WORKERS' COMPENSATION
(To Accompany Proposal)
SIDEWALK IMPROVEMENTS ON JEFFERSON STREET
CONTRACT NO. 3883-1
As a required part of the Bidder's proposal the Bidder must attach either of the following to this page.
1) Certificates of insurance showing conformance with the requirements herein for each of:
Comprehensive General Liability
Automobile Liability
Workers Compensation
Employer's Liability
2) Statement with an insurance carrier's notarized signature stating that the carrier can, and upon payment of fees and/or premiums by the Bidder, will issue to the Bidder Policies of insurance for
Comprehensive General Liability, Automobile Liability, Workers Compensation and Employer's
Liability in conformance with the requirements herein and Certificates of insurance to the Agency
showing conformance with the requirements herein.
-
All certificates of insurance and statements of willingness to issue insurance for auto policies offered
to meet the specification of this contract must:
1) Meet the conditions stated in The Notice Inviting Bids, the Standard Specifications for Public
Works Construction and the Supplemental Provisions for this project for each insurance
company that the Contractor proposes.
2) Cover anv vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled. The auto insurance certificate
must state the coverage is for "any auto" and cannot be limited in any manner.
I
1
i I
Contract No. 3883-1 Page 33 of 106 Pages
CEKTfffCAlE HOLDER CANCELLAtKlN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WlLLXX~~~x~ CITY OF CARLSBAD, PURCHASING DEPT. MAIL 3 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
? LEFT, ~~~~X~fi~#~~~~~~~~~~~~~~~
Lx!KmmXK~Px~mmx~m~~
n
AUTHORIZED REPRESENTATIVE 1635 FARADAY AVE.
CARLSBAD CA 92008-7314
ACORO2&8(IIw1
ISSUE DATE (MM/DDPIY) I AdHDRBm CERTIFICATE OF INSURANCE PEN50475 No 10912q 05/13/04
THIS CERTIFICATE IS ISSUED AS A MAlTER OF INFORMATION ONLY AND LLC - CA L i c 0 C 0 3 9 5 0 CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE
COMPANIES AFFORDING COVERAG E
PRODUCER
Barney & Barney,
0. Box 85638 & Barney, Inc-CA LicOC24310 POL~C~ESBELOW.
-- _- I >an Diego, CA 92186-5638
1 iCOMPANYA i- ST PAUL-ST PAUL FIRE AND MARINE
INSURANCE CO -- __- LETTER
(858) 457-3414
Mst#: 4544
4COMPANY B AMERICAN STATES INSURANCE CO I LETTER INSURED T.B. PENICK & SONS, INC.
/COMPANY j LElTER
6800 - GULF UNDERWRITERS INS. CO .
I c ...... ._ ____
COMPANY AIG-NATIONAL UNION FIRE INS CO OF PITTSBURGH PA LElTER ... .- ......... ... .-. . ........ .. -. ... .............................. ..- ._ 9747 OLSON DRIVE
SAN DIEGO CA 92121 I NO COVERAGE ON THIS DOCUMENT
I COVERAGES
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.
NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY
BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND
CONDITIONS OF SUCH POLICIES. LII
lllllll.ll ........ .ll_lll_-l____l-_ .... __I_ ... S SHOWN MAY HAVE BEEN REDUCE - -- __
LIMITS POLICY EFFECTIVE POLICY EXPIRATION DATE (MMIDDPIY) DATE (MWDDPIY) POLICY NUMBER
1
KC06100101
CONTRACTUAJi 1 AUTOMOBILE LIABILITY
ANY AUTO
SCHEDULED AUTOS
NON-OWNED AUTOS
GARAGE LIABILITY
BODILY INJURY I ............................... (Per person) $*********I
0 9 / 0 1 / 0 31 0 9 / 0 1 / 04 BODILY INJURY i (Per accident) ._ -. $*********I I ................................ ... ....
0 1 - CE - 8 14 9 2 6 - 4
I PROPERTY DAMAGE
$*********I
$ *9 , aaLa nl EACH OCCURRENCE 0 9 / 0 1 / 0 31 I 0 9 / 0 1 / 0 4 AGGREGATE-_ I__ --.$*~&-Q..Q.
EXCESS LIABILITY ci-x.4 UMBRELLA FORM
i i OTHER THAN UMBRELLA FORM
GU2 86786 1
1 WORKER'S COMPENSATION
AND
EMPLOYERS' LIABILITY
WC7165818
NO COVERAGE
HICLES'SPECIALITEMS *EXCEPT 10 DAYS NOTICE FOR NON- PAYMENT
I GENERAL LIABILITY - ADDITIONAL INSURED I
I ADDITIONAL PROTECTED PERSONS ENDORSEMENT - CONTRACTORS
GENERAL LIABILITY - INCLUDING COMPLETED WORK
The endorsement changes your Contractors
Commercial General Liability Protection
How Coverage is Changed
There are two changes that are described below.
1. The following is added to the Who is Protected
Under This Agreement section. This change
adds certain protected persons and limits their
protection.
Additional Protected Person. The person or
organization named below is an additional
protected person as required by a contract or
agreement entered into by you. But only for
covered injury or damage arising out of:
Architect, engineer, or surveyor professional
services includes:
the preparation or approval of maps,
drawings, opinions, reports, surveys,
change orders, designs, or specifications;
and
services.
* supervisory, inspection, or engineering
2. The following is added to the Other Primary
Insurance section. This change broadens
coverage.
We will consider this insurance to be primary to
and non-contributory with the insurance issued
directly to additional protected persons listed
below, if:
your work for that person or organization;
your completed work for that person or
organization if your contract or agreement
requires such coverage; * your contract specifically requires that we
I- premises you own, rent, or lease from that
person or organization; or
your maintenance, operation, or use of
equipment leased from that person or
organization. non-contributory insurance.
We explain what we mean by your work and
consider this insurance to be primary or
primary and non-contributory; or
you request before a loss that we consider
this insurance to be primary or primary and
0
Other Terms
your completed work in the Products and
completed work total limit section. All other terms of your policy remain the same.
If the additional protected person is an
architect, engineer, or surveyor, we will not
cover injury or damage arising out of the
performance or failure to perform architect,
engineer, or surveyor professional services.
Person or Organization:
CITY OF CARLSBAD. PURCHASING DEPT.
Name of Insured Policy Number
T. B. Penick & Sons, Inc. KC06100101
GO322 Rev. 12-97 Printed in U.S.A.
OSt. Paul Fire and Marine Insurance Co. 1997 I
Effective Date: 09/01 /03
Processing Date: 05/13/04
Endorsement
All Rights Reserved
Authorized Representative
X:\My Documents\T. B. PENICK\GL ADDITIONAL INSURED.doc
**’* REPRINTED FROM THE FORMS LIBRARY ****
Endorsement effective
09/01 /03
Named Insured
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED CA 71 35 12 93
Policy# 01 -CE-814926-4 Effective: 09/01/03
This endorsement modifies insurance provided under the following:
BUSINESS AUTO COVERAGE FORM
GARAGE COVERAGE FORM
MOTOR CARRIER COVERAGE FORM
TRUCKERS COVERAGE FORM
With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply
unless modified by the endorsement.
Countersigned by
T.B. PENICK & SONS, INC.
(Authorized Representative)
Schedule
Name of Person or Organization: CITY OF CARLSBAD, PURCHASING DEPT.
Address: 1635 FARADAY AVE., CARLSBAD, CA 92008-7314
I Premium: $ I
(If no entry appears above, information required to complete this endorsement will be shown in the Declarations as
applicable to this endorsement.)
A. Under LIABILITY COVERAGE WHO IS AN INSURED is changed to include as an “insured” the person(s) or
organizations(s) shown in the Schedule, but only with respect to “bodily injury” or “property damage”
resulting from the acts or omissions of:
1. You:
2. Any of your employees or agents;
3. Any person, except the additional insured or any employee or agent of the additional insured,
operating a covered “auto” with the permission of any of the above.
B. The insurance afforded by the endorsement does not apply:
1. To “bodily injury” or “property damage” arising out of the sole negligence of the person(s) or
organization@) shown in the Schedule.
X \My Docurnents\T B PENICK\AUTO ADDITIONAL INSURED, CA 71 35 12 93.doc Page 1 of 1
BIDDER'S STATEMENT RE DEBARMENT
(To Accompany Proposal)
SIDEWALK IMPROVEMENTS ON JEFFERSON STREET
CONTRACT NO. 3883-1
1) Have you or any.of your subcontractors ever been debarred as an irresponsible bidder by
another jurisdiction in the State of California?
no
2) If yes, what wadwere the name(s) of the agency(ies) and what wadwere the period(s) of debarment(s)? Attach additional copies of this page to accommodate more than two debarments.
party debarred party debarred
agency agency
I
period of debarment period of debarment
BY CONTRACTOR:
T%. 9a\ Lk \ SA&
(name of Contractor)
By:
SL. Es kwb
(print namehitle)
Page 1 of \ pages of this Re Debarment form
1 Revised: 10/08/03 Contract No. 3883-1 Page 34 of 106 Pages
-
g r= .- BIDDER’S DISCLOSURE OF DISCIPLINE RECORD
(To Accompany Proposal)
SIDEWALK IMPROVEMENTS ON JEFFERSON STREET
CONTRACT NO. 3883-1
Contractors are required by law to be licensed and regulated by the Contractors’ State License Board
which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent
act or omission is filed within four years of the date of the alleged violation. A complaint regarding a
latent act or omission pertaining to structural defects must be filed within 10 years of the date of the
alleged violation. Any questions concerning a contractor may be referred to the Registrar,
Contractors’ State License Board, P.O. Box 26000, Sacramento, California 95826.
Have you ever had your contractor’s license suspended or revoked by the California Contractors’
State license Board two or more times within an eight year period?
Has the suspension or revocation of your contractors license ever been stayed?
Have any subcontractors that you propose to perform any portion of the Work ever had their
contractor‘s license suspended or revoked by the California Contractors’ State license Board two
or more times within an eight year period?
I(
Yes no
Has the suspension or revocation of the license of any subcontractor‘s that you propose to
perform any portion of the Work ever been stayed? %
If the answer to either of 1. or 3. above is yes fully identify’ in each and every case, the party .
disciplined, the date of and violation that the disciplinary action pertain to, describe the nature of.
the violation and the disciplinary action taken therefor.
(If needed attach additional sheets to provide full disclosure.)
Page of \ pages of this Disclosure of Discipline form
e Revised: 10/08/03 Contract No. 3883-1 Page 35 of 106 Pages
I
BIDDER'S DISCLOSURE OF DISCIPLINE RECORD
(CONTINUED)
(To Accompany Proposal)
SIDEWALK IMPROVEMENTS ON JEFFERSON STREET
CONTRACT NO. 3883-1
6) If the answer to either of 2. or 4. above is yes fully identify, in each and every case, the party who's discipline was stayed, the date of the violation that the disciplinary action pertains to,
describe the nature of the violation and the condition (if any) upon which the disciplinary action
was stayed.
(If needed attach additional sheets to provide full disclosure.)
BY CONTRACTOR:
TR- Pw\\ck h Lb\
1 (name of Contractor)
By:
(sign her
Ace \s\hPL v. Gkh&v 1 :- (print nameltile)
Page \ of \ pages of this Disclosure of Discipline form I
1 a Revised: 10/08/03 Contract No. 3883-1 Page 36 of 106 Pages
i I -
I E E NON-COLLUSION AFFIDAVIT TO BE EXECUTED
BY BIDDER AND SUBMITTED WITH BID
PUBLIC CONTRACT CODE SECTION 7106
SIDEWALK IMPROVEMENTS ON JEFFERSON STREET
CONTRACT NO. 3883-1
i
i I f
State of California 1 ) ss.
County of 1 I
Joe \JQ\CkX , being first duly sworn, deposes
(Name of Bidder)
and says that he or she is sv. €GAib*b V
(Title)
of T&Pevl\ck k Sci r‘B
(Name of Firm)
the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any
L undisclosed person, partnership, company, association, organization, or corporation; that the bid is
i
t
1
I
I
I--
I
a
genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited
any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired,
connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain
from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement,
communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to
fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure
any advantage against the public body awarding the contract of anyone interested in the proposed
contract; that all statements contained in the bid are true; and, further, that the bidder has not,
directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof,
or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation,
partnership, company association, organization, bid depository, or to any member or agent thereof to
effectuate a collusive or sham bid.
I declare under penalty of perjury that the foregoin s true and correct and that this affidavit was executed on the ‘23 Lo\ day of ,2od . a!++ Signature of Bidd
Subscribed and sworn to before me on the L3 dayof N6b.rlh , 20 D+.
@ Revised: 10/08/03 Contract No. 3883-1 Page 37 of 106 Pages
CONTRACT
PUBLIC WORKS
This agreement is made this /.<4k day of
between the City of Carlsbad, California, a municipal corpor&n, (hereinafter called "City").
, 20 O(t. , by and
and T B PENICK & SONS INC whose principal place of business is
9747 OLSON DRIVE. SAN DIEGO, CA 92121 (hereinafter
ca I I ed "Contractor" ) .
City and Contractor agree as follows:
1.
for:
Description of Work. Contractor shall perform all work specified in the Contract documents
SIDEWALK IMPROVEMENTS ON JEFFERSON STREET
CONTRACT NO. 3883-1
(hereinafter called 'lproject")
2. Provisions of Labor and Materials. Contractor shall provide all labor, materials, tools,
equipment, and personnel to perform the work specified by the Contract Documents.
3. Contract Documents. The Contract Documents consist of this Contract, Notice Inviting Bids,
Contractor's Proposal, Bidder's Bond, Designation of Subcontractors, Designation of Owner
Operator/Lessors, Bidder's Statements of Financial Responsibility, Technical Ability and Experience,
Re Debarment, Non-collusion Affidavit, Escrow Agreement, Release Form, the Plans and
Specifications, the Supplemental Provisions, addendum(s) to said Plans and Specifications and
Supplemental Provisions, and all proper amendments and changes made thereto in accordance with
this Contract or the Plans and Specifications, and all bonds for the project; all of which are
incorporated herein by this reference.
c
Contractor, her/his subcontractors, and materials suppliers shall provide and install the work as
indicated, specified, and implied by the Contract Documents. Any items of work not indicated or
specified, but which are essential to the completion of the work, shall be provided at the Contractor's
expense to fulfill the intent of said documents. In all instances through the life of the Contract, the
City will be the interpreter of the intent of the Contract Documents, and the City's decision relative to
said intent will be final and binding. Failure of the Contractor to apprise subcontractors and materials
suppliers of this condition of the Contract will not relieve responsibility of compliance.
4. Payment. For all compensation for Contractor's performance of work under this Contract, City
shall make payment to the Contractor per section 9-3 PAYMENT of the Standard Specifications for
Public Works Construction (SSPWC) 2003 Edition and the supplements thereto, hereinafter
designated "SSPWC", as issued by the Southern California Chapter of the American Public Works
Association, and as amended by the Supplemental Provisions section of this contract. The Engineer
will close the estimate of work completed for progress payments on the last working day of each
month. -
Revised: 10/08/03 Contract No. 3883-1 Page 38 of 106 Pages
".. 5. Independent Investigation. Contractor has made an independent investigation of the
jobsite, the soil conditions at the jobsite, and all other conditions that might affect the progress of the
work, and is aware of those conditions. The Contract price includes payment for all work that may be
done by Contractor, whether anticipated or not, in order to overcome underground conditions. Any
information that may have been furnished to Contractor by City about underground conditions or
other job conditions is for Contractor's convenience only, and City does not warrant that the
conditions are as thus indicated. Contractor is satisfied with all job conditions, including underground
conditions and has not relied on information furnished by City.
6. Hazardous Waste or Other Unusual Conditions. If the contract involves digging
trenches or other excavations that extend deeper than four feet below the surface Contractor shall
promptly, and before the following conditions are disturbed, notify City, in writing, of any:
A. Hazardous Waste. Material that Contractor believes may be material that is hazardous waste,
as defined in section 251 17 of the Health and Safety Code, that is required to be removed to a Class
I, Class II, or Class Ill disposal site in accordance with provisions of existing law.
B.
indicated.
Differing Conditions. Subsurface or latent physical conditions at the site differing from those
C. Unknown Physical Conditions. Unknown physical conditions at the site of any unusual
nature, different materially from those ordinarily encountered and generally recognized as inherent in
work of the character provided for in the contract.
.- City shall promptly investigate the conditions, and if it finds that the conditions do materially so differ,
or do involve hazardous waste, and cause a decrease or increase in contractor's costs of, or the time
required for, performance of any part of the work shall issue a change order under the procedures
described in this contract.
In the event that a dispute arises between City and Contractor whether the conditions materially
differ, or involve hazardous waste, or cause a decrease or increase in the contractor's cost of, or time
required for, performance of any part of the work, contractor shall not be excused from any
scheduled completion date provided for by the contract, but shall proceed with all work to be
performed under the contract. Contractor shall retain any and all rights provided either by contract or
by law which pertain to the resolution of disputes and protests between the contracting parties.
7. Immigration Reform and Control Act. Contractor certifies it is aware of the requirements
of the Immigration Reform and Control Act of 1986 (8 USC sections 1101-1525) and has complied
and will comply with these requirements, including, but not limited to, verifying the eligibility for
employment of all agents, employees, subcontractors, and consultants that are included in this
Contract.
8. Prevailing Wage. Pursuant to the California Labor Code, the director of the Department of
Industrial Relations has determined the general prevailing rate of per diem wages in accordance with
California Labor Code, section 1773 and a copy of a schedule of said general prevailing wage rates
is on file in the office of the City Engineer, and is incorporated by reference herein. Pursuant to
California Labor Code, section 1775, Contractor shall pay prevailing wages. Contractor shall post
copies of all applicable prevailing wages on the job site.
*-
a Revised: 10/08/03 Contract No. 3883-1 Page 39 of 106 Pages
- 9. Indemnification. Contractor shall assume the defense of, pay all expenses of defense, and indemnify and hold harmless the City of Carlsbad, and its officers and employees, from all claims, loss, damage, injury and liability of every kind, nature and description, directly or indirectly arising from or in connection with the performance of the Contract or work; or from any failure or alleged failure of Contractor to comply with any applicable law, rules or regulations including those relating to safety and health; and from any and all claims, loss, damages, injury and liability, howsoever the same may be caused, resulting directly or indirectly from the nature of the work covered by the Contract, except for loss or damage caused by the sole or active negligence or willful misconduct of the City. The expenses of defense include all costs and expenses including attorneys' fees for litigation, arbitration, or other dispute resolution method.
Contractor shall also defend and indemnify the City against any challenges to the award of the contract to Contractor, and Contractor will pay all costs, including defense costs for the City. Defense costs include the cost of separate counsel for City, if City requests separate counsel.
Contractor shall also defend and indemnify the City of Carlsbad against any challenges to the award of the contract to Contractor, arising in whole or in part from alleged inaccuracies or misrepresentation by Contractor, whether intentional or otherwise, and Contractor will pay all costs, including defense costs for the City. Defense costs include the cost of separate counsel for City, if City requests separate counsel.
10. Insurance. Contractor shall procure and maintain for the duration of the contract insurance
against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his or her agents, representatives, employees or subcontractors. Said insurance shall meet the City's policy for insurance as stated in Resolution No. 91 -403.
- (A) Coverages And Limits Contractor shall maintain the types of coverages and minimum limits indicted herein:
a. Comprehensive General Liability Insurance: $1,000,000 combined single limit per occurrence for bodily injury and property damage. If the policy has an aggregate limit, a separate aggregate in the amounts specified shall be established for the risks for which the City, or its agents, officers or employees are additional insured.
b. Automobile Liability Insurance: $1,000,000 combined single limit per accident for bodily injury and property damage. In addition, the auto policy must cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled. The auto insurance certificate must state the coverage is for "any auto" and cannot be limited in any manner.
c. Workers' Compensation and Employers' Liability Insurance: Workers' compensation limits as required by the Labor Code of the State of California and Employers' Liability limits of $1,000,000 per incident. Workers' compensation offered by the State Compensation Insurance Fund is acceptable to the City.
(B) Additional Provisions. Contractor shall ensure that the policies of insurance required under this agreement with the exception of Workers' Compensation and Business Automobile Liability Insurance contain, or are endorsed to contain, the following provisions:
a. The City of Carlsbad, its officials, employees and volunteers are to be covered as additional insured as respects: liability arising out of activities performed by or on behalf of the Contractor; products and completed operations of the contractor; premises owned, leased, hired or borrowed by the contractor. The coverage shall contain no special limitations on the scope of protection afforded to the City, its officials, employees or volunteers. All additional insured endorsements must be evidenced using separate documents attached to the certificate of insurance; one for each company affording general liability and employers' liability.
--
Revised: 10/08/03 Contract No. 3883-1 Page 40 of 106 Pages
b. The Contractor's insurance coverage shall be primary insurance as respects the City, its officials, employees and volunteers. Any insurance or self-insurance maintained by the City, its officials, employees or volunteers shall be in excess of the contractor's insurance and shall not contribute with it.
c. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the City, its officials, employees or volunteers.
d. Coverage shall state that the contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's I iabi lity.
(C) Notice Of Cancellation. Each insurance policy required by this agreement shall be endorsed to state that coverage shall not be nonrenewed, suspended, voided, canceled, or reduced in coverage or limits except after thirty (30) days' prior written notice has been given to the City by certified mail, return receipt requested.
(D) Deductibles And Self-Insured Retention (S.I.R.) Levels. Any deductibles or self-insured retention levels must be declared to and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self-insured retention levels as respects the City, its officials and employees; or the contractor shall procure a bond guaranteeing payment of losses and related investigation, claim administration and defense expenses.
(E) Waiver Of Subrogation. All policies of insurance required under this agreement shall contain a waiver of all rights of subrogation the insurer may have or may acquire against the City or any of its officials or employees.
(F) Subcontractors. Contractor shall include all subcontractors as insured under its policies or shall furnish separate certificates and endorsements for each subcontractor. Coverages for subcontractors shall be subject to all of the requirements stated herein.
(G) Acceptability Of Insurers. Insurance is to be placed with insurers that have a rating in Best's Key Rating Guide of at least A-:V. Insurers must also be authorized to transact the business of insurance by the State of California Insurance Commissioner as admitted carriers as evidenced by a listing in the official publication of the Department of Insurance of the State of California and/or under the standards specified by the City Council in Resolution No. 91 -403.
(H) Verification Of Coverage. Contractor shall furnish the City with certificates of insurance and original endorsements affecting coverage required by this clause. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificates and endorsements are to be in forms approved by the City and are to be received and approved by the City before the Contract is executed by the City.
(I) Cost Of Insurance. The Cost of all insurance required under this agreement shall be included in the Contractor's bid.
11. Claims and Lawsuits. All claims by contractor for $375,000 or less shall be resolved in accordance with the provisions in the Public Contract Code, Division 2, Part 3, Chapter 1, Article 1.5 (commencing with section 20104) which are incorporated by reference. A copy of Article 1.5 is included in the Supplemental Provisions I section. The contractor shall initially submit all claims over $375,000 to the City using the informal dispute resolution process described in Public Contract Code subsections 201 04.2(a), (c), (d). Notwithstanding the provisions of this section of the contract, all claims shall comply with the Government Tort Claim Act (section 900 et seq., of the California Government Code) for any claim or cause of action for money or damages prior to filing any lawsuit for breach of this agreement. -
Revised: 10/08/03 Contract No. 3883-1
. . __-- - - __
Page 41 of 106 Pages
(A) Assertion of Claims. Contractor hereby agrees that any contract claim submitted to the City
must be asserted as part of the contract process as set forth in this agreement and not in anticipation
of litigation or in conjunction with litigation.
(B) False Claims. Contractor acknowledges that if a false claim is submitted to the City, it may be
considered fraud and the Contractor may be subject to criminal prosecution.
(C) Government Code. Contractor acknowledges that California Government Code sections
12650 et seq., the False Claims Act, provides for civil penalties where a person knowingly submits a
false claim to a public entity. These provisions include false claims made with deliberate ignorance of
the false information or in reckless disregard of the truth or falsity of the information.
(D) Penalty Recovery. If .the City of Carlsbad seeks to recover penalties pursuant to the False
Claims Act, it is entitled to recover its litigation costs, including attorney's fees.
(E) Debarment for False Claims. Contractor hereby acknowledges that the filing of a false claim
may subject the Contractor to an administrative debarment proceeding wherein the Contractor may
be prevented from further bidding on public contracts for a period of up to five years.
(F) Carlsbad Municipal Code. The provisions of Carlsbad Municipal Code sections 3.32.025, 3.32.026, 3.32.027 and 3.32.028 pertaining to false claims are incorporated herein by reference.
(G) Debarment from Other Jurisdictions. Contractor hereby acknowledges that debarment by
another jurisdiction is grounds for the City of Carlsbad to disqualify the Contractor or subcontractor
from participating in future contract bidding.
(H) Jurisdiction. Contractor agrees and hereby stipulates that the proper venue and jurisdiction for
resolution of any disputes between the parties arising out of this agreement is San Diego County,
California.
I have read and understand all provisions of Section 11 above.
I
12. Maintenance of Records. Contractor shall maintain and make
City, upon request, records in accordance with sections 1776 and 181 2
2, of the Labor Code. If the Contractor does not maintain the records at Contractor's principal place
of business as specified above, Contractor shall so inform the City by certified letter accompanying
the return of this Contract. Contractor shall notify the City by certified mail of any change of address
of such records.
13. Labor Code Provisions. The provisions of Part 7, Chapter 1, commencing with section 1720
of the Labor Code are incorporated herein by reference.
14. Security. Securities in the form of cash, cashier's check, or certified check may be substituted
for any monies withheld by the City to secure performance of this contract for any obligation
established by this contract. Any other security that is mutually agreed to by the Contractor and the City may be substituted for monies withheld to ensure performance under this Contract.
15. Provisions Required by Law Deemed Inserted. Each and every provision of law and
clause required by law to be inserted in this Contract shall be deemed to be inserted herein and
included herein, and if, through mistake or otherwise, any such provision is not inserted, or is not
correctly inserted, then upon application of either party, the Contract shall forthwith be physically
amended to make such insertion or correction.
-
@ Revised: 10/08/03 Contract No. 3883-1 Page 42 of 106 Pages
I 16.
"General Provisions" or "Supplemental Provisions" attached hereto and made a part hereof.
Additional Provisions. Any additional provisions of this agreement are set forth in the
NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE
ATTACHED
(CORPORATE SEAL)
CONTRACTOR:
ATTEST:
-
President or vice-president and secretary or assistant secretary must sign for corporations. If only
one officer signs, the corporation must attach a resolution certified by the secretary or assistant
secretary under the corporate seal empowering that officer to bind the corporation.
If signed by an individual partner, the partnership must attach a statement of partnership authorizing
the partner to execute this instrument.
APPROVED AS TO FORM:
RONALD R. BALL
City Attorney
Depdty City Attorne).
Revised: 10/08/03 Contract No. 3883-1 Page 43 of 106 Pages
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
} ss.
State of California
Countyof L DifV u
Name and Title of ORlcer (e g “Jane Doe, Notary Public’)
On
personally appeared Name@) d Signer@)
hersonally known to me
0 proved to me on the basis of satisfactory
evidence
to be the person($ whose name(sh is/ar;e
subscribed to the within instrument and
acknowledged to me that AelsfWth~executed
the same in his/hW?eq authorized
capacity&), and that by hislhkfthq
sinnature(Y on the instrument the person(q, or
the entity upon behalf of which the person(q
acted, executed the instrument.
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent
fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date: Number of Pages:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer
Signer’s Name:
0 Individual
0 Corporate Officer - Ttle(s):
0 Partner - 0 Limited C General
0 Attorney-in-Fact
0 Trustee U Guardian or Conservator
0 Other:
Signer Is Representing: u
0 1999 National Notary Association 0 9350 De Soto Ave., P.0 BOX 2402 - ChatswoIth, CA 91313-2402 - w.nabonalnotary.org Prod. No. 5907 Reorder Call Toll-Free 1-800-876-6827
I CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
} SS.
S&~Al&Z. I\j'o-ftcy\\ ?ubi Ji,
Name and Title of Officer ($ g , 'Jane Doe. Nota
On before me,
personally appeared
Name($ of Signer(s)
&ersonally known to me
0 proved to me on the basis of satisfactory
evidence
to be the personk whose name(kJ. is&e
subscribed to the within instrument and
acknowledged to me that he/&/thqy executed
the same in his/h@hr authorized
capacity@%), and that by his/h th 'r
signaturem on the instrument the perso&%
the entity upon behalf of which the person(&
acted, executed the instrument.
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent
fraudulent removal and reaftachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date:
Signer(s) Other Than Named Above:
Number of Pages:
Capacity(ies) Claimed by Signer
Signer's Name:
0 Individual
Corporate Officer - Title(s):
0 Partner - 0 Limited C General cl Attorney-in-Fact
0 Trustee
C Guardian or Conservator
Other:
Signer Is Representing:
0 1999 National Notary Association * 9350 De Soto Ane.. P.O. Box 2402 - Chatswotth, CA 91313-2402 www.nationainotary.org Prod. No. 5907 Reorder: Call Toll-Free 1-800-876-6827
BOND NO- 94W34-221
PREMIUM: INCLUDED
LABOR AND MATERIALS
WHEREAS, the City Council of the City of Carlsbad, State of California, by Resolution No. 2004- - 147, adopted May 4,2004, has awarded to
(hereinafter designated as the "Principal"), a Contract for:
T B PENICK & SONS INC
SIDEWALK IMPROVEMENTS ON JEFFERSON STREET
CONTRACT NO. 3883-1
in the City of Carlsbad, in strict conformity with the drawings and specifications, and other Contract
Documents now on file in the Office of the City Clerk of the City of Carlsbad and all of which are
incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute said Contract and the terms thereof
require the furnishing of a bond, providing that if Principal or any of their subcontractors shall fail to
pay for any materials, provisions, provender or other supplies or teams used in, upon or about the
performance of the work agreed to be done, or for any work or labor done thereon of any kind, the
Surety on this bond will pay the same to the extent hereinafter set forth.
NOW, THEREFORE, WE, , as Principal, (hereinafter designated
as the "Contractof), and LIBERTY MUTUAL INSURANCE COMPANY as Surety, are
held firmly bound unto the City of Carlsbad in the sum of FOUR HUNDRED THIRTY
THOUSAND. FIVE HUNDRED NINETY AND 31/100 Dollars ($ 430.590.31), said sum
being an amount equal to: One hundred percent (100%) of the total amount payable under the terms
of the contract by the City of Carlsbad, and for which payment well and truly to be made we bind
ourselves, our heirs, executors and administrators, successors, or assigns, jointly and severally,
firmly by these presents.
T B PENICK & SONS INC
THE CONDITION OF THIS OBLIGATION IS SUCH that if the Contractor or hidher subcontractars
fail to pay for any materials, provisions, provender, supplies, or teams used in, upon, for, or about the
performance of the work contracted to be done, or for any other work or labor thereon of any kind,
consistent with California Civil Code section 3181, or for amounts due under the Unemployment
Insurance Code with respect to the work or labor performed under this Contract, or for any amounts
required to be deducted, withheld, and paid over to the Employment Development Department from
the wages of employees of the contractor and subcontractors pursuant to section 13020 of the
Unemployment Insurance Code with respect to the work and labor, that the Surety will pay for the
same, and, also, in case suit is brought upon the bond, reasonable attorney's fees, to be fixed by the
court consistent with California Civil Code section 3248.
This bond shall inure to the benefit of any of the persons named in California Civil Code section
3181, so as to give a right of action to those persons or their assigns in any suit brought upon the
bond.
Surety stipulates and agrees that no change, extension of time, alteration or addition to the terms of
the Contract, or to the work to be performed thereunder or the specifications accompanying the
same shall affect its obligations on this bond, and it does hereby waive notice of any change,
extension of time, alterations or addition to the terms of the contract or to the work or to the
specifications.
In the event that Contractor is an individual, it is agreed that the death of any such Contractor shall
not exonerate the Surety from its obligations under this bond.
e= 6$ Revised 10/08/03 Contract No. 3883-1 Page 44 of 106 Pages
Executed by SURETY this 13th - day
of MAY ,20&.
- Executed by CONTRACTOR this
day of
(print name here)
SURETY:
LIBERTY MUTUAL INSURANCE COMPm
(name of Surety)
505 S- MAIN STREET, SUITE 830
(address of Surety)
ORANGE, CA 92868
AMERICA SAN MARTIN, AITON!~-IN-PACI
(printed name of Attorney-in-Fact)
(attach corporate resolution showing current power
of attorney)
SECRETARY & CEO
(title and organization of signatory)
(Proper notarial acknowledgment of execution by CONTRACTOR and SURETY must be attached.) -
(President or vice-president and secretary or assistant secretary must sign for corporations. If only one officer
signs, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering that officer to bind the corporation.)
APPROVED AS TO FORM:
RONALD R. BALL
ts Revised 10/08/03 Contract No. 3883-1 Page 45 of 106 Pages
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California
personally appeared
nally known to me 0 proved to me on the basis of satisfactory
evidence
to be the personh whose namew is-
subscribed to the within instrument and
acknowledged to me that he/-& executed
the same in his7hqImeir authorized
capacity(w and that by hisWthq
signaturew on the instrument the persow or
the entity upon behalf of which the persow
acted, executed the instrument.
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date: Number of Pages:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer
Signer’s Name:
0 Individual
0 Corporate Officer - Title(s):
0 Partner - 0 Limited [7 General
0 Attorney-in-Fact 0 Trustee
[? Guardian or Conservator
0 Other:
Signer Is Representing:
399 National Notary Association * 9350 De Soto Ane.. PO. Box 2402 - Chatsworth. CA 91313-2402 w.natlonalnotary.org Prod No. 5907 Reorder Call Toll-Free 1-800-876-6827
I c- CALIFORNIA ALL=PURPOSE ACKNOWLEDGMENT
} SS.
Countyof
Name and ltle of Officer (e.g , "Jane Doe. Notary Public')
On
personally appeared
Name@) of Signer(s)
srsonally known to me
0 proved to me on the basis of satisfactory
evidence
to be the personkwhose name(s>sh
subscribed to the within instrument and
acknowledged to me that helsmexecuted
the same in his/hw$t authorized
capacity(ih and that by hislhb
signature(\on the instrument the personfc), or
the entity upon behalf of which the persow
acted, executed the instrument.
WITNES
Signature of Notary Public
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent
fraudulent removal and reaftachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date: Number of Pages:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer
Signer's Name:
0 Individual
0 Corporate Officer - Title(s):
0 Partner - 0 Limited 0 General
0 Attorney-in-Fact
0 Trustee
0 Guardian or Conservator
0 Other:
Signer Is Representing: -
0 1999 National Notary Association * 9350 De Soto Ave.. P.O. BOX 2402 * Chatsworih. CA 91313-2402 - w.natwnalnotaplorg Prod. No 5907 Reorder: Call Toll-Free 1-800-876-6827
.
THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. 1427597
This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated.
LIBERTY MUTUAL INSURANCE COMPANY
BOSTON, MASSACHUSETTS POWER OF ATTORNEY
KNOW ALL PERSONS BY THESE PRESENTS: That Liberty Mutual Insurance Company (the "Company"), a Massachusetts stock insurance company, pursuant to and by authority of the By-law and Authorization hereinafter set forth, does hereby name, constitute and appoint
BART B. STEWART, DAVD L. WALKER, JACK T. WARNOCK, VALERIE MI. PEARCE, LETlClA SAN MARTIN, JAMES BALDASSARE, JR., LAWRENCE F, MCMAW, AMERICA SAN MARTIN, CHRISTlNE A. PATERSON, ALL OF THE
CITY OF SAN DIEGO, STATE OF CALIFORNIA ........................... . ..........
ARTICLE Xlll - Execution of Contracts: Section 5. Surety Bonds and Undertakings.
Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Company to make,
execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such
attorneys-in-fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their
signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be
as binding as if signed by the president and attested by the secretary.
By the following instrument the chairman or the president has authorized the officer or other official named therein to appoint attorneys-in-fact:
Pursuant to Article X111, Section 5 of the By-Laws, Garnet W. Elliott, Assistant Secretary of Liberty Mutual Insurance Company, is hereby
authorized to appoint such attorneys-in-fact as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations.
That the By-law and the Authorization set forth above are true copies thereof and are now in full force and effect.
IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of
Liberty Mutual Insurance Company has been affixed thereto in Plymouth Meeting, Pennsylvania this 7th day of Januarv 2004.
LIBERTY MUTUAL INSURANCE COMPANY
COMMONWEALTH OF PENNSYLVANIA ss
COUNTY OF MONTGOMERY
On this 7th day of Januarv , 2004 , before me, a Notary Public, personally came Garnet W. Elliott, to me known, and acknowledged
that he is an Assistant Secretary of Liberty Mutual Insurance Company; that he knows the seal of said corporation; and that he executed the above
Power of Attorney and affixmoporate seal of Liberty Mutual Insurance Company thereto with the authority and at the direction of said corporation.
IN TESTIMONY W
first above written.
nto suhscri bed my name and affixed my n
CERTIFICATE
I, the undersigned, Assi is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that the officer or official who executed the said power of attorney is an Assistant Secretary specially authorized by the chairman or the president to appoint attorneys-in-fact as provided in Article XIII, Section 5 of the By-laws of Liberty Mutual Insurance Company.
This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the
following vote of the board of directors of Liberty Mutual Insurance Company at a meeting duly called and held on the 12th day of March, 1980.
VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company, wherever appearing upon a certified copy of any power of attorney issued by the company in connection with surety bonds, shall be valid and binding upon the company
F with the same force and effect as though manually affixed.
IN TESTIMONY WHEREOF I have hereunto subscribed my name and affixed the corporate seal of the said company, this 1 qth day of MAY . 2'004 .
.b --
FAITH F U L
BOND NO. 24-004-221 PEUZKIUM: $4,650.00
Premium is for Contract Term and Subject to Adjustment Based on Final Contract Price PERFORMANCEWARRANTY BOND
WHEREAS, the City Council of the City of Carlsbad, State of California, by Resolution No. 2004 - - 147, adopted Mav 4.2004, has awarded to , (hereinafter
designated as the "Principal"), a Contract for:
T B PENICK & SONS INC
SIDEWALK IMPROVEMENTS ON JEFFERSON STREET
CONTRACT NO. 3883-1
in the City of Carlsbad, in strict conformity with the contract, the drawings and specifications, and
other Contract Documents now on file in the Office of the City Clerk of the City of Carlsbad, all of
which are incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute said Contract and the terms thereof
require the furnishing of a bond for the faithful performance and warranty of said Contract;
NOW, THEREFORE, WE, , as Principal, (hereinafter designated as
the "Contractor"), and LIBWTP MUTUAL INSURANCE COMPANY , as Surety, are
held and firmly bound unto the City of Carlsbad, in the sum of HUNDRED THIRTY
THOUSAND, FIVE HUNDRED NINETY AND 31/100 Dollars ($ 430.590.31), said sum being
equal to one hundred percent (100%) of the estimated amount of the Contract, to be paid to City or
its certain attorney, its successors and assigns; for which payment, well and truly to be made, we
bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally,
firmly by these presents.
T B PENICK & SONS INC
FOUR
-
THE CONDITION OF THIS OBLIGATION IS SUCH that if the above bounden Contractor, their heirs,
executors, administrators, successors or assigns, shall in all things stand to and abide by, and well
and truly keep and perform the covenants, conditions, and agreements in the Contract and any
alteration thereof made as therein provided on their part, to be kept and performed at the time and in
the manner therein specified, and in all respects according to their true intent and meaning, and shall
indemnify and save harmless the City of Carlsbad, its officers, employees and agents, as therein
stipulated, then this obligation shall become null and void; otherwise it shall remain in full force and
effect.
As a part of the obligation secured hereby and in addition to the face amount specified therefor, there
shall be included costs and reasonable expenses and fees, including reasonable attorney's fees,
incurred by the City in successfully enforcing such obligation, all to be taxed as costs and included in
any judgment rendered.
Surety stipulates and agrees that no change, extension of time, alteration or addition to the terms of
the Contract, or to the work to be performed thereunder or the specifications accompanying the
same shall affect its obligations on this bond, and it does hereby waive notice of any change,
extension of time, alterations or addition to the terms of the contract or to the work or to the
specifications.
e= &# Revised 10/08/03 Contract No. 3883-1 Page 46 of 106 Pages
I- In the event that Contractor is an individual, it is agreed that the death of any such Contractor shall
not exonerate the Surety from its obligations under this bond.
Executed by CONTRACTOR this 2\+
20q.
CONTRACTOR:
(Hnt name here)
PRES I DENT
(Title and Organization of Signatory)
(print name here)
Executed by SURETY this 13th day of
MAY ,2004
SURETY:
LIBERTY MUTUAL INSURANCE COMPANY
(name of Surety)
505 S. MAIN STREET, SUITE 830
ORANGE, CA9 2868 (address of Surety)
(714) 542-9479
AMERICA SAN MARTIN, ATTORN'EY-IN-FACT
(printed name of Attorney-in-Fact)
(Attach corporate resolution showing current
power of attorney.)
SECRETARY & CEO
(Title and Organization of signatory)
(Proper notarial acknowledgment of execution by CONTRACTOR and SURETY must be attached.)
(President or vice-president and secretary or assistant secretary must sign for corporations. If only
one officer signs, the corporation must attach a resolution certified by the secretary or assistant
secretary under corporate seal empowering that officer to bind the corporation.)
APPROVED AS TO FORM:
RONALD R. BALL
City Attorney
By:
Deputy City Attorney
%# Revised 10/08/03 Contract No. 3883-1 Page 47 of 106 Pages
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
} SS.
On d)’b$te ,’ before me, c %&\J&\hr.NhqQb\\i Name acd Title of Officer (e g , ”Jane &e., Notary Public”)
\& --mdhA \\* Name(s) Qfn of Signer@) personally appeared
W flersonally known to me
0 proved to me on the basis of satisfactory
evidence
to be the person@j.whose name($) is/-
subscribed to the within instrument and
acknowledged to me that he/sRe/twexecuted
the same in his/her/their authorized
capacity(v, and that by hislwh-
signatureRon the instrument the person(
the entity upon behalf of which the persx
acted, executed the instrument.
WITNESS- and official seal.
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent
fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date: Number of Pages:
Signer@) Other Than Named Above:
Capacity(ies) Claimed by Signer
Signer’s Name:
0 Individual
0 Corporate Officer -Title@):
0 Partner - 0 Limited 0 General
0 Attorney-in-Fact
0 Trustee
0 Guardian or Conservator
0 Other:
Signer Is Representing:
0 1999 National Notary Association * 9350 De Solo Ave.. P.O. Box 2402 * Chatsworlh, CA 913132402 * w.nationalnotarl.org Prod. No. 5907 Reorder: Call Toll-Free 1-800-876-6827
CALIFORNIA ALL=PURPOSE ACKNOWLEDGMENT
State of California
County of San Diego } SS.
On , before me, Benny E. Kelley, Notary ____ Public -- 5-13-04 9
Name and Title of Officer (e.g.. 'Jane Doe, Notary Public") Date
personally appeared America San Martin Name(s) of Signer(s)
=personally known to me
0 proved to me on the basis of satisfactory
evidence
to be the person($j whose name@ isB%
subscribed to the within instrument and
acknowledged to me that IWsheXIBJI executed
the same in XiEXher/"KK authorized
capacity(= and that by BL%/herl!WD€
signaturemon the instrument the person@), or
the entity upon behalf of which the person-
acted, executed the instrument.
d&&E mv hand and offid seal. ?
Place Notary Seal Above
OP TI0 NA L
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Number of Pages: Document Date:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Slgner
Signer's Name: ~
0 Individual
0 Corporate Officer - Title(s):
0 Partner - 0 Limited 0 General
0 Attorney in Fact
0 Trustee
0 Guardian or Conservator
0 Other:
Signer Is Representing: u
0 1999 National Nolary Associalion * 9350 De Soto Ave , P.0 Box 2402 Chalsworth. CA 91313-2402 * nwwnallonalnotaryorg Prod No 5907 Reorder. Cali Toll-Free 1-800-876-6827
THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. 1427598
This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to
the extent herein stated.
LIBERTY MUTUAL INSURANCE COMPANY BOSTON, MASSACHUSETTS
POWER OF ATTORNEY r
KNOW ALL PERSONS BY THESE PRESENTS: That Liberty Mutual Insurance Company (the "Company"), a Massachusetts stock insurance
company, pursuant to and by authority of the By-law and Authorization hereinafter set forth, does hereby name, constitute and appoint
BART B. STEWART, JAMES BALDASSA L. WALKER, JACK T. WARNOCK, VALERIE M. PEARCE, LmCIA SAN MARTIN, LAWRENCE E MCMAHON, AMERGA SAN MARTtN, CHRISTINE A. PATERSON, ALL OF THE
ARTICLE Xlll - Execution of Contracts: Section 5. Surety Bonds and Undertakings.
Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys-in-fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their
signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be
as binding as if signed by the president and attested by the secretary.
Y 8 By the following instrument the chairman or the president has authorized the officer or other official named therein to appoint attorneys-in-fact:
Pursuant to Article XIII, Section 5 of the By-Laws, Garnet W. Elliott, Assistant Secretary of Liberty Mutual Insurance Company, is hereby
authorized to appoint such attorneys-in-fact as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and
deliver as surety any and all undertakings, bonds, recognizances and other surety obligations.
g tr" L
!is
r-2004.
Q) That the By-law and the Authorization set forth above are true copies thereof and are now in full force and effect. 52
L p IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of
@ - Liberty Mutual Insurance Company has been affixed thereto in Plymouth Meeting, Pennsylvania this 7th day of Januarv
LIBERTY MUTUAL INSURANCE COMPANY
I
tS2 I COMMONWEALTH OF PENNSYLVANIA ss
IN TESTIMONY W to subscribed my name and affixed my notarial seal at PI eeting, Pennsylvania, on the day and year
CERTIFICATE
attorney of which the foregoing cer or official who executed the
XIII, Section 5 of the By-laws of Liberty Mutual Insurance Company.
This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the following vote of the board of directors of Liberty Mutual Insurance Company at a meeting duly called and held on the 12th day of March, 1980.
VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company, wherever appearing upon a
certified copy of any power of attorney issued by the company in connection with surety bonds, shall be valid and bindin9 upon thk company with the same force and effect as though manually affixed.
IN TESTIMONY WHEREOF, 1 have hereunto subscribed my name and affixed the corporate seal of the said company, this 1 *h day of
P
-,3.nnL. A
.-
May 13,2004
City of Carlsbad
1200 Carlsbad Village Drive
Carlsbad, CA 92008
Attention: Kevin Davis
Re: Sidewalk Improvements on Jefferson Street, Project #3883-1
Please accept this as our official request to open an Escrow Account in connection with the above referenced
project. Please sign the enclosed Escrow Agreements where indicated and return one fully executed original to me
at the address listed below, one to the Contractor and retain all remaining copies for your records.
Please send all retention deposits to the following (be sure to reference the escrow number on your remittance):
Comerica Bank
Special Corporate Financial Services
P.O. Box 9299 1
Inglewood, CA 90301
Mail Code: 4537
Escrow # 20035-005lRET
If by wire -
Comerica Bank
Special Corporate Financial Services
Escrow # 20035-0051RET
T.B. Penick & Sons Clearing Account # 1892244979
Routing # 12 1137522
-
If you have any questions, please do not hesitate to contact me at 800.309.3165.
Comerica-Bank
enclosures
cc: T.B. Penick & Sons, Inc. 9747 Olson Drive
San Diego, CA 92 12 1
Attention: Margie Stroud
Escrow H20035-0051RET
OPTlONAL ESCROW AGREEMENT FOR
SECURtTY DEPOSITS IN LIEU OF RETENTION
This Escrow Agreement is made and entered into by and between the Ci of Carisbad, a municipal corporation, whose address is 1200 Carlsbad Village Drive, Carlabad, CA 92008, hereinafter referred to as 'CW, and T.B. Penick & Sons, Inc. whose address is 9747 Olson Drive, San Diego, CA 92121-2802 hereinafter called
"Contractof and Comerica Bank whose address is
9777 Wilshire Blvd., Suite 1004, Beverly Hills, CA 90212 - hereinafter called
'Escrow Agent.'
For the consideration hereinafter set forth, the Cky, Contractor and Escrow Agent agree as foliows:
1. Pursuant to sections 22300 and 10263 of the Public Contract Code of the State of California, the contractor has the option to depostt securities with the Escrow Agent as a subetitute for retention
earnings required to be withheld by the City pursuant to the Construction Conkact entered into
between the City, and Contractor for SIDEWALK IMPROVEMENTS ON JEFFERSON STREET, CONTRACT NO. 888511 in the amount of $430,590-31 ,. dated May 11, 2004
(hereinafter referred to as the 'Contracf). Alternatively, on written request of the contractor, the Ci
shall make payments of the retention earnings directly to the Escrow Agent. When the Contractor deposits the securities as a substitute for Contract earnings, the Escrow Agent shell notify the City
within 10 days of the deposlt. The Escrow Agent shall maintain insurance to cover negligent acts and omissions of the Escrow Agent in connection with the handling of retentions under these sections in
substitution shall be a least equal to the cash amount then required to be withheld as retention under the terms of the contract between the Ci and Contractor. Securities 6hall be held in the name of the
Chy and shall designate the Contractor as the beneficial owner.
- an amount not less than $100,000 per contract. The market value of the securities at the time of the
2, The City shall make progress payments to fie Contractor for such funds which otherwise would
be withheld from progress payments pursuant to the Contract provisions, provided that the Escrow Agent holds securides in the form and amount specified above.
3. When the City makes payment of retentions earned directly to the Escrow Agent, the Escrow
Agent shall hold them for the benefit of the contractor until such time as the escrow created under
this contract is terminated. The contractor may direct the investment of the payments into securities.
All tern and conditions of this agreement and the rights and responsibifities of the parties shall be equally applicable and binding when the City pays the Escrow Agent directly,
4. The contractor Shall be responsible for paying all fees for the expenses incurred by the Escrow Agent in administering the Escrow Account and all expenses of the City. These expenses and
payment terns shall be determined by the Ci, Contractor and Escrow Agent,
5. The interest earned on the securities or the money market accounts held In escrow and all interest earned on that interest shall be for the sole account of Contractor and shall be subject to withdrawal by Contractor at any time and from time to time without notice to the City.
I 6. Contractor shall have the right to withdraw all or any part of the principal in the Escrow Account only by written notice to Escrow Agent accompanied by written authorization from City tu the Escrow Agent that Cky consents to the withdrawal of the amount sought to be withdrawn by Contractor.
7. The City shall have a right to draw upon the securities in the event of default by the Contractor. Upon seven days' written notice to the Escrow Agent from the Chy of the default, the Esorow Agent shall immediately convert the securities to cash and shall distribute the cash as instructed by the Clty.
8. Upon receipt of written notification from he City certifying that the Contract ib final and complete and that the Contractor has complied with all requirements qd procedures appliaable to the Contract, the Escrow Agent shall release to Contractor all securities and interest on deposit less escmw fees and charges of the Escrow Account. The escrow shall be dosed immediately upon disbursement of all moneys and securities on depostt and payments of fees and charges.
9. The Escrow Agent shall rely on the written notifications from the City and the contractor pursuant to sections (I) to (8), inclusive, of this agreement and the City and Contractor shall hold Escrow Agent harmless from Escrow Agent's' release, conversion and disbursement of the securities and
interest as set forth above.
10. The names of the persons who are authorized to give wtitten notices or to receive written notice on behalf of the City and on behaWof Contractor in connection with the foregoing, and exemplars of their respective signatures are as follows:
For Ci: Title FINANCE DIRFCTOR
For Contractor:
For Escrow Agent
Address
Address 9747 Olson Drive, San Diego, CA 92121
Tie Vice President
Address- 7 7 7 Kidshire- . , SuEe 10%
Beverly Hills, CA 90212 .
.-
At the time the €~WOW Account is opened, the City, and Contractor shall deliver to the Escrow Agent a fully executed counterpart of this Agreement,
IN WiTNESS WHEREOF, the parties have executed this Agreement by their date first set forth above.
For Ci
For Contractor:
I
For Escrow Agent
Address 9747 Olson Drive, San Diego, CA 92121
Title Vice President
\ Beverly Hills, CA 90212
Escrow #20035-005 lRET
OPTIONAL ESCROW AGREEMENT FOR
SECURtTY DEPOSITS IN LIEU OF RETENTION
This Escrow Agreement is made and entered into by and between the City of Carlsbad, a municipal
corporation, whose address is 1200 Carlsbad Village Drive, Carlsbad, CA 92008, hereinafter referred
to whose address is 9747 Olson Drive, San Diego, CA 92121-2802 hereinafter called "Contractor" and Comerica Bank whose address is 9777 Wilshire Blvd., Suite 1004, Beverly Hills, CA 90212 hereinafter called
'Escrow Agent.'
'CW, and T.B. Penick & Sons, Inc.
For the consideration hereinafter set forth, the Ctty, Contractor and Escrow Agent agree as follows:
1. Pursuant to SWtiOns 22300 and 10263 of the Public Contract Code of the State of California, the contractor has the option to deposlt securities with the Escrow Agent as a substiMe for retention earnings required to be withheld by the City pursuant to the Construction Contract entered into
between the City, and Contractor for SIDEWALK IMPROVEMENTS ON JEFFERSON STREET,
CONTRACT NO. 988511 in the amount of d$4307590.31 (hereinafter referred to as the 'Contra&). Atternatively, on written request of the contractor, the Ci
shall make payments of the retention earnings directly to the Escrow Agent, When the Contractor
deposits the securities as a substitute for Contract earnings, the Escrow Agent shall notify the City
within 10 days of the deposit, The Escrow Agent shall maintain insurance to wver negligent acts and omissions of the Escrow Agent in connection with the handling of retentions under these sections in an amount not less than $100,000 per contract. The market value of the securities at the time of the substitution shall be a least equal to the cash amount then required to be withheld as retention under
the terms of the Contract between the Ci and Contractor. Securities shall be held in the name of the City and shall designate the Contractor as the beneficial owner.
2, The City shall make progress payments to the Contractor for such funds which othenrvise would be withheld from progress payments pursuant to the Contract provisions, provided that the Escrow Agent holds securities in the form and amount specified above.
dated May 11, 2004
3. When the City makes payment of retentions earned directly to the Escrow Agent, the Escrow
Agent shall hold them for the benefit of the contractor until such time as the escrow created under this contract is terminated. The contractor may direct the investment of the payments into secrurities. All terms and conditions of this agreement and the rights and responsibilities of the parties shall be equally applicable and binding when the City pays the Escrow Agent directly.
4. The contractor shall be responsible for paying all fees for the expenses incurred by the Escrow Agent in administering the Escrow Account and all expenses of the Chy. These expenses and
payment terms shall be determined by the City, Contractor and Escrow Agent,
5. The interest earned on the securities or the money market accounts held in escrow and all interest earned on that interest shall be for the sole account of Contractor and shall be subject to withdrawal by Contractor at any time and from time to time without notice to the City.
"I 6. Contractor shall have the right to withdraw all or any part of the principal in the Escrow Account only by written notice k Escrow Agent accompanied by written authorization from City to the Escrow Agent that City consents to the withdrawal of the amount sought to be withdrawn by Contractor.
7. The City shall have a right to draw upon the securities in the event of default by the Contractor. Upon 8even days' written notice to the Escrow Agent from the Clty of the default, the Escrow Agent shall immediately convert the securities to cash and shall distribute the cash as instmcted by the Clty.
8. Upon receipt of written notification from the City certifying that the Contract is final and complete and #at the Contractor has complied with all requirements and prooedures applicable to the Contract, the Escrow Agent shall release to Contractor all securities and interest on deposit less escmw fees and charges of the Escrow Account. The escrow shall be dosed immediately upan disbursement of all moneys and securities on deposk and payments of fees and charges.
8. The Escrow Agent shall rely on the written notifications from the City and the contractor pursuant to sections (t) to (8), inclusive, of this agreement and the City and Contractor shall hold Escrow Agent harmless from Escrow Agent's' release, conversion and disbursement of the securities and interest as set forth above.
10. The names of the persons who are authorized to give written notices of to receive written notice on behatf of the City and on behatf.of Contractor in connection with the foregoing, and exemplars of their respective signatures are as follow:
For City: Title 3 INANE DIRECTOR
Name h%
Signature
For Contractor:
For Escrow Agent:
Name
Signat
Address 'iZG&Xire Z&&d tex04\
Beverly Hills, CA 90212 .
At the time tfm Escrow Account is opened, the Ci, and Contractor shall deliver to the Escrow Agent a fully executed counterpart of this Agreement,
IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officers on the
date first set forth above.
For City:
For Contractor:
-
For Escrow Agent
i -1
Signatu re
Address 9747 Olson Drive, Sanhgo, CA 92121
Title Vice President
Beverly Hills, CA 90212
SUPPLEMENTAL PROVISIONS
FOR
SIDEWALK IMPROVEMENTS ON JEFFERSON STREET
CONTRACT NO. 3883-1
SUPPLEMENTAL PROVISIONS TO
. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
PART 1, GENERAL PROVISIONS
SECTION 1 -- TERMS, DEFINITIONS ABBREVIATIONS AND SYMBOLS
1-1 TERMS
Add the following section:
1-1.1 Reference to Drawings. Where words "shown", "indicated, "detailed", "noted", "scheduled",
or words of similar import are used, it shall be understood that reference is made to the plans
accompanying these provisions, unless stated otherwise.
Add the following section:
1-1.2 Directions. Where words "directed", "designated", "selected", or words of similar import are
used, it shall be understood that the direction, designation or selection of the Engineer is intended,
unless stated otherwise. The word "required" and words of similar import shall be understood to
mean "as required to properly complete the work as required and as approved by the Engineer,"
unless stated otherwise.
Add the following section:
1-1.3 Equals and Approvals. Where the words "equal", "approved equal", "equivalent", and such
words of similar import are used, it shall be understood such words are followed by the expression "in
the opinion of the Engineer", unless otherwise stated. Where the words "approved", "approval",
"acceptance", or words of similar import are used, it shall be understood that the approval,
acceptance, or similar import of the Engineer is intended.
Add the following section:
1-1.4 Perform. The word "perform" shall be understood to mean that the Contractor, at its
expense, shall perform all operations, labor, tools and equipment, and further, including the furnishing and installing of materials that are indicated, specified or required to mean that the
Contractor, at its expense, shall furnish and install the work, complete in place and ready to use,
including furnishing of necessary labor, materials, tools, equipment, and transportation.
1-2 DEFINITIONS. Modify as follows: The following words, or groups of words, shall be exclusively
defined by the definitions assigned to them herein.
Agency -the City of Carlsbad, California.
City Council -the City Council of the City of Carlsbad.
Revised: 10/08/03 Contract No. 3883-1 Page 51 of 106 Pages
City Manager - the City Manager of the City of Carlsbad or hidher approved representative.
Dispute Board - persons designated by the City Manager to hear and advise the City Manager on
claims submitted by the Contractor. The City Manager is the last appeal level for informal dispute
resolution.
Engineer - the City Engineer of the City of Carlsbad or hidher approved representative. The City
Engineer is the third level of appeal for informal dispute resolution.
Minor Bid Item - a single contract item constituting less than 10 percent (10%) of the original
Contract Price bid.
Own Organization - When used in Section 2-3.1 - Employees of the Contractor who are hired,
directed, supervised and paid by the Contractor to accomplish the completion of the Work. Further,
such employees have their employment taxes, State disability insurance payments, State and
Federal income taxes paid and administered, as applicable, by the Contractor. When used in
Section 2-3.1 "own organization" means construction equipment that the Contractor owns or leases
and uses to accomplish the Work. Equipment that is owner operated or leased equipment with an
operator is not part of the Contractor's Own Organization and will not be included for the purpose of
compliance with section 2-3.1 of the Standard Specifications and these Supplemental Provisions.
Owner Operator/Lessor - Any person who provides equipment or tools with an operator provided
who is employed by neither the Contractor nor a subcontractor and is neither an agent or employee
of the Agency or a public utility.
Deputy City Engineer, Construction Management and Inspection - The Construction Manager's
immediate supervisor and second level of appeal for informal dispute resolution.
Project Inspector - the Engineer's designated representative for inspection, contract administration
and first level for informal dispute resolution.
Construction Manager - the Project Inspector's immediate supervisor and first level of appeal for
informal dispute resolution.
1-3 ABBREVIATIONS
1-3.2 Common Usage, add the following:
Abbreviation
Bldg
CMWD
CDP
CSSD
cfs
Comm DR
E
G
gal Gar
GNV
APb
gPm IE
LCWD
MOD
@ Revised: 10/08/03
Word or Words
Apartment and Apartments
Building and Buildings
Carlsbad Municipal Water District
Coastal Development Permit
Carlsbad Supplemental Standard Drawings
Cubic Feet per Second
Commercial
Dimension Ratio
Electric
Gas
Gallon and Gallons
Garage and Garages
Ground Not Visible
gallons per minute
Invert Elevation
Leucadia County Water District
Modified
Contract No. 3883-1 Page 52 of 106 Pages
MSL
MTBM
NCTD
OHE
OMWD
ROW
S
SDNR
SDRSD
SFM
SWPPP
T
UE
W
WVD
Mean Sea Level (see Regional Standard Drawing M-12)
Microtunneling Boring Machine
North County Transit District
Overhead Electric
Olivenhain Municipal Water District
Rig ht-of -W ay
Sewer or Slope, as applicable
San Diego Northern Railway
San Diego Regional Standard Drawings
Sewer Force Main
Storm Water Pollution Prevention Plan
Telephone
Underground Electric
Water, Wider or Width, as applicable
Vallecitos Water District
SECTION 2 -- SCOPE AND CONTROL OF THE WORK
2-3 SUBCONTRACTS.
2-3.1 General, add the following: Should the Contractor fail to adhere to the provisions requiring
the Contractor to complete 50 percent of the contract price with its own organization, the Agency may
at its sole discretion elect to cancel the contract or to deduct an amount equal to 10 percent of the
value of the work performed in excess of 50 percent of the contract price by other than the
Contractor’s own organization. The City Council shall be the sole body for determination of a violation
of these provisions. In any proceedings under this section, the prime contractor shall be entitled to a
public hearing before the City Council and shall be notified ten (10) days in advance of the time and
location of said hearing. The determination of the City Council shall be final.
2-4 CONTRACT BONDS, modify the second sentence of paragraph one as follows:
is listed in the latest version of U.S. Department of Treasury Circular 570.”
Delete “who
Modify Paragraphs three and four to read: The Contractor shall provide a faithful
performance/warranty bond and payment bond (labor and materials bond) for this contract.
The faithful performance/warranty bond shall be in the amount of 100 percent of the contract price.
The Contractor shall provide bonds to secure payment of laborers and material suppliers, in an
amount equal to:
1) One hundred percent (100%) of the total amount payable by the terms of the contract when the total amount payable does not exceed five million dollars ($5,000,000.
2) Fifty percent (50%) of the total amount payable, by the terms of the contract when the total amount payable is not less than five million dollars ($5,000,000) and does not exceed ten million
dollars ($1 0,000,000).
3) Twenty-five percent (25%) of the total amount payable be the terms of the contract if the contract exceeds ten million dollars ($1 0,000,000).
Both bonds shall extend in full force and effect and be retained by the Agency during this project until
they are released according to the provisions of this section.
@ Revised: 10/08/03 Contract No. 3883-1 Page 53 of 106 Pages
The faithful performancelwarranty bond will be reduced to 25 percent of the original amount 30 days after recordation of the Notice of Completion and will remain in full force and effect for the one year warranty period and until all warranty repairs are completed to' the satisfaction of the Engineer. The bonds to secure payment of laborers and material suppliers shall be released six months plus 30 days after recordation of the Notice of Completion if all claims have been paid.
Add the following: All bonds are to be placed with a surety insurance carrier admitted and authorized to transact the business of insurance in California and whose assets exceed their liabilities in an amount equal to or in excess of the amount of the bond. The bonds are to contain the following
documents:
1) An original, or a certified copy, of the unrevoked appointment, power of attorney, by laws, or other
2) A certified copy of the certificate of authority of the insurer issued by the insurance commissioner.
instrument entitling or authorizing the person who executed the bond to do so.
If the bid is accepted, the Agency may require a financial statement of the assets and liabilities of the insurer at the end of the quarter calendar year prior to 30 days next preceding the date of the execution of the bond. The financial statement shall be made by an officer's certificate as defined in Section 173 of the Corporations Code. In the case of a foreign insurer, the financial statement may be verified by the oath of the principal officer or manager residing within the United States.
2-5.1 General, add the following: The specifications for the work include the Standard Specifications for Public Works Construction, (SSPWC), 2000 Edition, and the supplements thereto, hereinafter designated "SSPWC", as written and promulgated by the Joint Cooperative Committee of the Southern California Chapter American Public Works Association and Southern California Districts Associated General Contractors of California, and as amended by the Supplemental Provisions section of this contract.
The construction plans consist of City of Carlsbad Drawing No. 401-7, Sheet 1 through 10, Drawing No. 401-7A Sheets 1 through 6, and San Diego Gas & Electric Undergrounding Plans, consisting of two sheets, Construction Order No. 2747231, Project No.145839-060. The standard drawings used for this project are the latest edition of the San Diego Area Regional Standard Drawings, hereinafter designated SDRSD, as issued by the San Diego County Department of Public Works, together with
the most recent editions of the City of Carlsbad Supplemental Standard Drawings, hereinafter designated as CSSD, as issued by the City of Carlsbad and the Carlsbad Municipal Water District Standard Plans hereinafter designated as CMWDSD, as issued by the Carlsbad Municipal Water District.
2-5.2 Precedence of Contract Documents, modify as follows: If there is a conflict between Contract Documents, the document highest in precedence shall control. The precedence shall be the most recent edition of the following documents listed in order of highest to lowest precedence:
1) Permits from other agencies as may be required by law. 2) Supplemental Provisions. 3) Plans. 4) Standard Plans.
a) City of Carlsbad Supplemental Standard Drawings. b) Carlsbad Municipal Water District Standard Drawings. c) City of Carlsbad modifications to the San Diego Area Regional Standard Drawings. d) San Diego Area Regional Standard Drawings. e) State of California Department of Transportation Standard Plans. 5) Standard Specifications for Public Works Construction. 6) Reference Specifications. 7) Manufacturer's Installation Recommendations.
Change Orders, Supplemental Agreements and approve revisions to Plans and Specifications will
take precedence over items 2) through 7) above. Detailed plans and plan views shall have precedence over general plans.
Revised: 10108103 Contract No. 3883-1 Page 54 of 106 Pages
2-5.3.3 Submittals, add the following: Each submittal shall be consecutively numbered.
Resubmittals shall be labeled with the number of the original submittal followed by an ascending
alphabetical designation (e.g. The label '4-C' would indicate the third instance that the fourth
submittal has been given to the Engineer). Each sheet of each submittal shall be consecutively
numbered. Each set of shop drawings and submittals shall be accompanied by a letter of transmittal
on the Contractor's letterhead. The form following this section shall be used. The Letter of
Transmittal shall contain the following:
1) Project title and Agency contract number. 2) Number of complete sets.
3) Contractor's certification statement.
4) Specification section number(s) pertaining to material submitted for review.
5) Submittal number (Submittal numbers shall be consecutive including subsequent submittals
6) Description of the contents of the submittals.
7) Identification of deviations from the contract documents.
When submitted for the Engineer's review, Shop Drawings shall bear the Contractor's certification
that he has reviewed, checked, and approved the Shop Drawings and that they are in conformance
with the requirements of the Contract Documents. The Contractor shall subscribe to and shall place
the following certification on all submittals:
"I hereby certify that the (equipment, material) shown and marked in this submittal is that proposed to
be incorporated into this Project, is in compliance with the Contract Documents, can be installed in
the allocated spaces, and is submitted for approval.
By: Title:
Date:
Company Name:
Revised: 10/08/03 Contract No. 3883-1 Page 55 of 106 Pages
SUBMllTAL TRANSMITTAL FORM
FROM: DATE:
PROJECT NAME:
Sidewalk Improvement Project on
Phone: FAX: Jefferson Street
TO: City of Carlsbad PROJECT NO. 3883-1
Inspection Department
5950 El Camino Real OWNER: City of Carlsbad
ATTN: 1635 Faraday Avenue
Project Inspector Carlsbad, CA 92008
THIS IS AN ORIGINAL THIS IS A REVISION
SUBMIITAL NO.: SUBMITTAL OF SUBMITTAL NO.:
SUBJECT OF SUBMITTAL:
SPECIFICATION SECTION(S):
PLAN SHEET NUMBER(S):
CONTRACTOR'S CERTIFICATION: Check & Complete either (A) or (B) below:
(A) We have reviewed in detail and certify that the material, equipment, or
construction procedure(s) contained in this submittal meet all the
reauirements specified in or shown on the Contract Documents,
Construction Specifications and Construction Plans with no exceptions.
(e) We have reviewed in detail and certify that the material, equipment, or construction procedure@) contained in this submittal meet all the
requirements specified in or shown on the Contract Documents,
Construction Specifications and Construction Plans except for the followinq
deviations:
CONTRACTOR'S AUTHORIZED SIGNATURE:
e Revised: 10/08/03 Contract No. 3883-1 Page 56 of 106 Pages
Add the following: 2-5.4 Record Drawings, The Contractor shall provide and keep up-to-date a complete “as-built” record set of blue-line prints, which shall be corrected in red daily and show every change from the original drawings and specifications and the exact “as-built“ locations, sizes and kinds of equipment, underground piping, valves, and all other work not visible at surface grade. Prints for this purpose may be obtained from the Agency at cost. This set of drawings shall be kept on the job and shall be used only as a record set and shall be delivered to the Engineer upon completion of the work. Payment for performing the work required by section 2-5.4 shall be included in various bid items and no additional payment will be made therefor.
,.- ,-
2-9 SURVEYING
2-9.1 Permanent Survey Markers, Delete sections 2-9.1 and replace with the following: The Contractor shall not cover or disturb permanent survey monuments or benchmarks without the consent of the Engineer. Where the Engineer concurs, in writing, with the Contractor that protecting an existing monument in place is impractical, the Contractor shall employ a licensed land surveyor or a registered civil engineer authorized to practice land surveying within the State of California, hereinafter surveyor, to establish the location of the monument before it is disturbed. The Contractor shall have the monument replaced by the surveyor no later than thirty (30) days after construction at the site of the replacement is completed. The Licensed Land Surveyor shall file corner record(@ as required by 59 8772 and 8773, et seq. of the California Business and Professions Code.
When a change is made in the finished elevation of the pavement of any roadway in which a permanent survey monument is located, the Contractor shall adjust the monument frame and cover to the new grade within 7 days of pouring unless the Engineer shall approve otherwise. Monument frames and covers shall be protected during street sealing or painting projects or be cleaned to the satisfaction of the Engineer.
2-9.2 Survey Service, Delete sections 2-9.2 and replace with the following: The Contractor shall hire and pay for the services of a surveyor to perform all work necessary for establishing control, construction staking, records research and all other surveying work necessary to construct the work, provide surveying services as required herein and provide surveying, drafting and other professional services required to satisfy the requirements of the Land Surveyors Act. Surveyor shall be resident on the site during all surveying operations and shall personally supervise and certify the surveying work.
Add the following section:
2-9.2.1 Submlttal of Surveying Data, All surveying data submittals shall conform to the requirements of section 2-5.3.3, “Submittals”, herein. The Contractor shall submit grade sheets to the Engineer before commencing work in the area affected by the grade sheets. The Contractor shall submit field notes for all surveying required herein to the Engineer within ten days of performing the survey. All surveying field note,s, grade sheets and survey calculations shall be submitted in bound form on 215mm by 280 mm (8 /2)1 by 11”) paper. The field notes, calculations and data shall be clear and complete with name of the Surveyor, the party chief, field crew members, preparer of the field notes or calculations. They shall be annotated with the date of observation or calculation, be numbered with consecutive page numbers and shall be readable without resort to any electronic aid, computer program or documentation for any computer program. The field notes shall be prepared in conformance with the CALTRANS “Surveys Manual”. The Contractor shall have a Record of Survey prepared by the Surveyor and file it in conformance with $5 8700 - 8805 of the State of California Business and Professions Code when the surveyor performs any surveying that such map is required under 95 8762 of the State of California Business and Professions Code and whenever the
Surveyor shall establish, set or construct any permanent survey monument. SDRS drawing M-10 type monuments, bolts, spikes, leaded tacks and nails (when set in concrete), iron pipes, reinforcing steel and all monuments and marks that are at, or accessory to, property comers and street centerlines are permanent survey monuments. The Record of Survey shall show all monuments set, control monuments used, the basis of bearings and all other data needed to determine the procedure of survey and the degree of accuracy attained by the field surveying including the unadjusted ratio of closure. The unadjusted ratio of closure shall not exceed 1 part in 40,000. The record of survey shall show the location and justification of location of all permanent monuments set and their relation to the street right-of-way. Record@) of Survey(s) shall be submitted for the Engineer’s review and approval before submittal to the County Surveyor and before submittal to the County Recorder.
-
Revised: 10/08/03 Contract No. 3883-1 Page 57 of 106 Pages
Add the following section:
2-9.2.2 Survey Requirements, Stakes shall be set at offsets approved by the Engineer at no
greater intervals than specified in TABLE 2-9.2.2(A) as measured along the project stationing. Stakes
shall be set to show the location and grade of future curbs adjacent to traffic signal locations where
the curb is not being built as a part of this contract. Staking and marking shall be completed by the
Surveyor and inspected and approved by the Engineer before the start of construction in the area
marked. Centerline monument shall have the disk stamped with the date the monument was set and
the registration number of the Surveyor. Habitat mitigation sites and other areas to be preserved that
are shown on the plans shall be staked and flagged prior to the start of any other activities within the
limits of the work. When curb and gutter does not exist and is not being installed as a part of the
project the location of adjacent facilities being constructed as a part of the contract the Contractor
shall place stakes defining the horizontal and vertical location of such adjacent utility vaults, poles or
other facilities that are being installed as parts of, or adjunct to, the project either by the Contractor
and/or those noted on the plans as to be installed by others.
TABLE 2-9.2.2(A)
Survey Requirements for Construction Staking
,.
5 60 m (200') on tangents, I 15m (50') on
Feature Staked
& S7.6 m (25') Horizontal
FUA 30 mm (0.1')
Street Centerline
zurves when RT 300m (1 000') & 7.5m (25') on
curves when R< 300m (1000')
I15m (50')
Clearing
Slope
( Constant Horizontal
offset)
N/A 30 mm (0.1') Vertical &
Horizontal
Fence
plumbing), Skewed cut-off lines '
I 7.5m (25'), BC & EC, at %A, %A & %A on
curb returns & at beginning & end
Vertical locations shall be based on the ultimate elevation of curb and sidewalk
at each pole & controller location
at each junction box location
5 15 m (50) on tangents & curves when I%
300m (1000') & I 7.5m (25') on curves when
Rough Grade Cuts
or Fills L 10 m
( constant
offset)
10 mm (?() Horizontal
& 7 mm ( /4') Vertical
as appropriate 10 rnm ('/<) Horizontal & 7 mm ( /4') Vertical
as appropriate 10 mm ("/e") Horizontal 7 mrn ('/47 Vertical
as appropriate 10 mm ("/E") Horizontal
& when depth cannot
(33')
Final Grade (includes top of: Basement soil,
subbaseand
base)
Asphalt Pavement Finish Course
Drainage
Structures, Pipes & similar FacilitiesO, 0
curb
Traffic Signal 0
Signal Poles &
Controller o
Junction Box O
Conduit 0
Stake
Description
Q
SDRS M-10
Monument
Lath in soil,
painted line
In PCC & AC
surfaces
RP + Marker
Stake
RP + Marker Stake
RP + Marker Stake
RP + Marker
Stake, Blue- rop in grading
area
RP, paint on
previous
course
RP + Marker
Stake
RP + Marker
Stake
RP + Marker
Stake
RP + Marker
Stake
RP + Marker
Stake a Revised: 10/08/03
Centerline or Parallel to Centerline Setting Tolerance
Spacing@, Q (Within)
s300m (1000'), Street Intersections, Begin
and end of curves, only when shown on the
plans
lath - Intervisible, I 15m (50') on tangents
& I 7.5m (25') on curves, Painted line -
continuous
on street
centerline
at clearing line
7 mm (0.02')
Horizontal, also see
section 2-9.2.1 herein
0.3 m (1') Horizontal
lntervisible and I15m (50') I Grade Breaks 130 rnm (0.1') Vertical &
I 15 m (50') on tangents & curves when Rr
300m (1000') & I7.5m (25') on curves when
R I 300m (1 000')
I 7.5m (25') or as per the intersection grid
points shown on the plan whichever provides
the denser information
intervisible & I7.5m (257, beginning and end
BC & EC of facilities, Grade breaks, Alignment breaks, Junctions, Inlets & similar facilities, Risers & similar facilities (exceDt
16.7 m (22')
edge of
pavement,
paving pass width, crown
line & grade I breaks
as appropriate
10 mm ('/() Horizontal & 7 mrn ( /4") Vertical
10 mm (?() Horizontal
& 7 mm ( /4") Vertical
10 mm (?<) Horizontal
& 7 mm ( /4") Vertical
Contract No. 3883-1 Page 58 of 106 Pages
Minor Structure d
Abutment Fill
Wall 0
Major Structure Q
Footings, Bents Abutments &
W ingwalls
Superstructure$
Miscellaneous 0
Contour Gradinc
0
Utilities 0, 0
Channels, Dikes
& Ditches 0
Signs 0
Subsurface Drains 0
Overside Drains 0
Markers 0
Railings & Barriers 0
AC Dikes 0
Box Culverts
Pavement Markers0
- RP + Marker
Stake + Line
Stake
RP + Marker
Stake + Line
Stake
RP + Marker
Stake + Line Point +Guarc
Stake
RP + Marker
Stake + Line Point +Guard
Stake
RP
RP + Marker
Stake
RP + Marker
Stake
RP + Marker
Stake
RP + Marker
Stake + Line
Point +Guard
Stake
RP + Marker Stake
RP + Marker
Stake
RP + Marker Stake
RP + Marker
Stake
RP + Marker
Stake
RP
R I 300m (1000') or where grade I 0.30%
for catch basins: at centerline of box, ends 0'
box & wings & at each end of the local
depression CD
5 15 m (50') & along end slopes & conic transitions
I 15 m (50') and at beginning & end of each
wall, BC & EC, layout line angle points,
changes in footing dimensions &/or elevation
&wall height
3 m to 10 m (10 to 33') as required by the
Engineer, BC & EC, transition points & at
leginning & end. Elevation points on footing! - - at bottom of columns
5 m to 10 m (1 0' to 33') sufficient to use string
lines, BC & EC, transition points & at
leginning & end. Elevation points on footing!
at bottom of columns
I 15 m (50)
I 15 m (50') on tangents & curves when Fk
300m (1000') & 5 7.5m (25') on curves when
R I 300m (1000') or where grade I 0.30%
intervisible & I 30 m (loo'), BC & EC of facilities, Grade breaks, Alignment breaks,
Junctions, Inlets & similar facilities
At sign location
intervisible & I 15m (50'), BC & EC of
facilities, Grade breaks, Alignment breaks, Junctions, Inlets & similar facilities, Risers &
similar facilities
longitudinal location
for asphalt street surfacing I 15 m (50') on
angents & curves when Fk 300m (1000') & 5
7.5m (25') on curves when R 5 300m (1000').
At beginning & end and I 15 m (50') on
sngents & curves when R L 300m (1000') & I
7.5m (25') on curves when R I 300m (1 000')
At beginning & end
3 m to 10 m (1 0' to 33') as required by the
Engineer, BC & EC, transition points & at
heginning & end. Elevation points on footings
& at invert
50 m (200') on tangents, 15m (50') on curves
when R 2 300m (1000') & 7.5177 (25') on
curves when R 5 300m (1000') For PCC
surfaced streets lane cold joints will suffice
ad when adjacent marker stakes reference t
as appropriate
as appropriate
as appropriate
as appropriate
as appropriate
along contour
line
as appropriate
as appropriate
Line point
as appropriate
4t beginning 8,
end
~ At marker
location(s)
at railing & barrier
location(s)
as appropriate
as appropriate
at pavement marker
location(s)
be measured from existing pavement 7 mm ( /47 Vertical
10 mm ("/() Horizontal
& 7 mm ( /4") Vertical (when vertical data
needed)
30 mm (0.17 Vertical & t-iorizontal
7 mm ('/4)0 Horizontal B 7 mm ('/4") Vertical
10 mm ("/e") Horizontal & 7 mm (l/~) Vertical
10 mm ('/() Horizontal
& 7 mm ( /4") Vertical
30 mm (0.1') Vertical &
Horizontal
10 mm (??") Horizontal & 7 mm ( /4") Vertical
30 mm (0.1')
Horizontal & 7 mm
['/An\ Vertical
30 mm (0.1') Vertical &
Horizontal
30 mm (0.1')
Horizontal & 7 mm ('/c) Vertical
30 mm (0.1') Horizontal & 7 mm
( /4") Vertical
7 mm ('/4") Horizontal
1
10 mm ("/a") Horizontal
& Vertical
30mm (0.1') . Horizontal & Vertical
10 mm ("/d Horizontal
7 mm ('/4n) Horizontal
offset and elevation of those features 0 Staking for feature may be om
and the accuracy requirements of the RP meet the requirements for the feature a Reference points shall be sufficiently durable and set securely enough to survive with accuracy intact throughout the
installation & inspection of the features or adjacent facilities for which they provide control. RP means reference point for the purposes of this table (3 Perpendicular to centerline. 0 Some features are not necessarily parallel to centerline but are referenced thereto
@ Revised: 10/08/03 Contract No. 3883-1 Page 59 of 106 Pages
(9 Multi-plane surfaced features shall be staked so as to provide line & grade information for each plane of the feature
@ 1 means greater than, or equal to, the number following the symbol. I means less than, or equal to, the number
@ The cut datum for storm drainage & sanitary sewer pipes & similar structures shall be their invert. The cut datum for
all other utilities shall be the top of their pipe or conduit.
All guard stakes, line stakes and lath shall be flagged. Unless otherwise approved by the Engineer
flagging, paint and marking cards shall be the color specified in TABLE 2-9.2.2(8)
following the symbol.
TABLE 2-9.2.2(8)
Survey Stake Color Code for Construction Staking
Clearing -
Grading
Vertical Control 1 Benchmarks I White/Orange
Limits of clearing Yellow/Black
Slope, intermediate slope, abutment fill, rough grade, contour grading, final Yellow
Structure
Drainage, Sewer, Curb
Right-of-way
Miscellaneous
grade, etc.
Bridges, sound and retaining walls, box culverts, etc.
Pipe culverts, junction boxes, drop inlets, headwalls, sewer lines, storm
drains, slope protection, curbs, gutters, etc.
Fences, W W lines, easements, property monuments, etc.
Signs, railings, barriers, lighting, etc.
White
Blue
WhiteNellow
Orange
Add the following section:
2-9.2.3 Payment for Survey, Payment for work performed to satisfy the requirements of Sections
2-9.1 through 2-9.3.2 shall be included in the actual bid items requiring the survey work and no
additional payment will be made. Extension of unit prices for extra work shall include full
compensation for attendant survey work and no additional payment will be made therefor. Payment
for the replacement of disturbed monuments and the filing of corner records shall be incidental to the
work necessitating the disturbance of said monuments and no additional payment will be made
therefor.
2-10 AUTHORITY OF ENGINEER
Add the following section:
2-10.1 Availability of Records, The Contractor shall, at no charge to the agency, provide copies of all records in the Contractor’s or subcontractor’s possession pertaining to the work that the Engineer may request.
Add the following section:
2-10.2 Audit And Inspection, Contractor agrees to maintain and/or make available, to the
Engineer, within San Diego County, accurate books and accounting records relative to all its
activities and to contractually require all subcontractors to this contract to do the same. The Engineer shall have the right to monitor, assess, and evaluate Contractor’s and its subcontractor‘s performance pursuant to this Agreement, said monitoring, assessments, and evaluations to include, but not be limited to, audits, inspection of premises, reports, contracts, subcontracts and interviews of
Contractor’s staff and the staff of all subcontractors to the contract. At any time during normal business hours and as often as the Engineer may deem necessary, upon reasonable advance notice, Contractor shall make available to the Engineer for examination, all of its, and all ,subcontractors to this contract, records with respect to all matters covered by this Contract and will permit the Engineer to audit, examine, copy and make excerpts or transcripts from such data and
records, and to make audits of all invoices, materials, payrolls, records of personnel, and other data
relating to all matters covered by this Contract. However, any such activities shall be carried out in a
manner so as to not unreasonably interfere with Contractor‘s ongoing business operations. Contractor and all subcontractors to this contract shall maintain such data and records for as long as may be required by applicable laws and regulations.
Revised: 10/08/03
-
Contract No. 3883-1 Page 60 of 106 Pages
SECTION 3 -- CHANGES IN WORK
3-3 EXTRA WORK.
3-2.2.1 Contract Unit prices, add the following: In the case of an increase or decrease in
quantity of a minor bid item in excess of 25 percent of the original quantity bid adjustment of contract unit price for such items will be limited to that portion of the change in excess of 25 percent of the original quantity listed in the Contractor's bid proposal for this contract. Adjustments in excess of 25 percent may, at the option of the Engineer, be paid pursuant to section 3-3, Extra Work.
3-3.2.2 ( c ) Tool and Equipment Rental, Regardless of
ownership, the rates and right-of-way delay factors to be used in determining rental and delay costs
shall be the edition of the, "Labor Surcharge &. Equipment Rental Rates" published by CALTRANS,
current at the time of the actual use of the tool or equipment. The right-of-way delay factors therein shall be used as multipliers of the rental rates for determining the value of costs for delay to the Contractor and subcontractors, if any. The labor rates published therein are not a part of this contract.
second paragraph, modify as follows:
3-3.2.3 Markup, replace with the following:
(a) and shall constitute the markup for all overhead and profits:
2) Materials ............................. 15
4) Other Items and Expenditures .. 15
Delete section 3-3.2.3 from the 1995 and 1996 Supplements to the SSPWC and
Work by Contractor. The following percentages shall be added to the Contractor's costs
1) Labor ................................... 20
3) Equipment Rental ................... 15
To the sum of the costs and markups provided for in this section, 1 percent shall be added as
compensation for bonding.
(b) Work by Subcontractor. When all or any part of the extra work is performed by a Subcontractor, the markup established in 3-3.2.3(a) shall be applied to the Subcontractor's actual
cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the
extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted
portion of the extra work may be added by the Contractor,
3-3.3 Daily Reports by Contractor, add the following after the second sentence: Payment for
extra work will not be made until such time that the Contractor submits completed daily reports and
all supporting documents to the Engineer.
3-4 CHANGED CONDITIONS. delete the second sentence of paragraph three, delete paragraph
five (5), and add the following: The Contractor shall not be entitled to the payment of any additional
compensation for any act, or failure to act, by the Engineer, including failure or refusal to issue a
change order, or for the happening of any event, thing, occurrence, or other cause, unless the
Contractor shall have first given the Engineer due written notice of potential claim as hereinafter
specified. Compliance with this section shall not be required as a prerequisite to notice provisions in
Section 6-7.3 Contract Time Accounting, nor to any claim that is based on differences in
measurement or errors of computation as to contract quantities. The written notice of potential claim
for changed conditions shall be submitted by the Contractor to the Engineer upon their discovery and
prior to the time that the Contractor performs the work giving rise to the potential claim. The Contractor's failure to give written notice of potential claim for changed conditions to the agency upon
their discovery and before they are disturbed shall constitute a waiver of all claims in connection
therewith.
-
a Revised: 10/08/03 Contract No. 3883-1 Page 61 of 106 Pages
The Contractor shall provide the City with a written document containing a description of the
particular circumstances giving rise to the potential claim, the reasons for which the Contractor
believes additional compensation may be due and nature of any and all costs involved within 20
working days of the date of service of the written notice of potential claim for changed conditions.
Verbal notifications are disallowed.
The potential claim shall include the following certification relative to the California False Claims Act,
Government Code Sections 12650-1 2655.
“The undersigned certifies that the above statements are made in full cognizance of the California
False Claims Act, Government Code sections 12650-1 2655. The undersigned further understands
and agrees that this potential claim, unless resolved, must be restated as a claim in response to the
City‘s proposed final estimate in order for it to be further considered.”
By: Title:
Date:
Company:
The Contractor’s estimate of costs may be updated when actual costs are known. The Contractor
shall submit substantiation of its actual costs to the Engineer within 20 working days after the
affected work is completed. Failure to do so shall be sufficient cause for denial of any claim
subsequently filed on the basis of said notice of potential claim.
It is the intention of this section that differences between the parties arising under and by virtue of the
contract be brought to the attention of the Engineer at the earliest possible time in order that such
matters be settled, if possible, or other appropriate action promptly taken.
3-5 DISPUTED WORK. Add the following: The Contractor shall give the agency written notice of
potential claim prior to commencing any disputed work. Failure to give said notice shall constitute a
waiver of all claims in connection therewith.
Delete second sentence of paragraph one and add the following: Prior to proceeding with dispute
resolution pursuant to Public Contract Code (PCC) provisions specified hereinafter, the contractor
shall attempt to resolve all disputes informally through the following dispute resolution chain of
command:
1. Project Inspector
2. Construction Manager
3. Deputy City Engineer, Construction Management and Inspection
4. City Engineer
5. Public Works Director
6. City Manager
The Contractor shall submit a complete report within 20 working days after completion of the
disputed work stating its position on the claim, the contractual basis for the claim, along with all
documentation supporting the costs and all other evidentiary materials. At each level of claim or
appeal of claim the City will, within 10 working days of receipt of said claim or appeal of claim, review
the Contractor’s report and respond with a position, request additional information or request that the
Contractor meet and present its report. When additional information or a meeting is requested the
City will provide its position within 10 working days of receipt of said additional information or
Contractor’s presentation of its report. The Contractor may appeal each level’s position up to the City Manager after which Contractor may proceed under the provisions of the Public Contract Code.
-
Revised: 10/08/03 Contract No. 3883-1 Page 62 of 106 Pages
The authority within the dispute resolution chain of command is limited to recommending a resolution
to a claim to the City Manager. Actual approval of the claim is subject to the change order provisions
in the contract.
All claims by the contractor for $375,000 or less shall be resolved in accordance with the procedures in the Public Contract Code, Division 2, Part 3, Chapter 1, Article 1.5 (commencing with Section
201 04) which is set forth below:
ARTICLE 1.5 RESOLUTION OF CONSTRUCTION CLAIMS
20104. (a)(l) This article applies to all public works claims of three hundred seventy-five thousand
.dollars ($375,000) or less which arise between a contractor and a local agency.
(2) This article shall not apply to any claims resulting from a contract between a contractor and a
public agency when the public agency has elected to resolve any disputes pursuant to Article 7.1
(commencing with Section 10240) of Chapter 1 of Part 2.
(b)(l) "Public work" has the same meaning as in Sections 3100 and 3106 of the Civil Code, except
that "public work" does not include any work or improvement contracted for by the state or the
Regents of the University of California.
(2) "Claim" means a separate demand by the contractor for (A) a time extension, (B) payment of
money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract
for a public work and payment of which is not otherwise expressly provided for or the claimant is not
otherwise entitled to, or (C) an amount the payment of which is disputed by the local agency.
(c) The provisions of this article or a summary thereof shall be set forth in the plans or specifications
for any work which may give rise to a claim under this article.
(d) This article applies only to contracts entered into on or after January 1, 1991.
20104.2. For any claim subject to this article, the following requirements apply:
(a) The claim shall be in writing and include the documents necessary to substantiate the claim.
Claims must be filed on or before the date of final payment. Nothing in this subdivision is intended to
extend the time limit or supersede notice requirements otherwise provided by contract for the filing of
claims.
(b)(l) For claims of less than fifty thousand dollars ($50,000), the local agency shall respond in
writing to any written claim within 45 days of receipt of the claim, or may request, in writing, within 30
days of receipt of the claim, any additional documentation supporting the claim or relating to
defenses to the claim the local agency may have against the claimant.
(2) If additional information is thereafter required, it shall be requested and provided pursuant to this
subdivision, upon mutual agreement of the local agency and the claimant.
(3) The local agency's written response to the claim, as further documented, shall be submitted to the
claimant within 15 days after receipt of the further documentation or within a period of time no greater
than that taken by the claimant in producing the additional information, whichever is greater.
(c)(l) For claims of over fifty thousand dollars ($50,000) and less than or equal to three hundred seventy-five thousand dollars ($375,000), the local agency shall respond in writing to all written
claims within 60 days of receipt of the claim, or may request, in writing, within 30 days of receipt of
the claim, any additional documentation supporting the claim or relating to defenses to the claim the
local agency may have against the claimant. (2) If additional information is thereafter required, it shall be requested and provided pursuant to this
subdivision, upon mutual agreement of the local agency and the claimant.
(3) The local agency's written response to the claim, as further documented, shall be submitted to
the claimant within 30 days after receipt of the further documentation, or within a period of time no
greater than that taken by the claimant in producing the additional information or requested
documentation, whichever is greater. (d) If the claimant disputes the local agency's written response, or the local agency fails to respond
within the time prescribed, the claimant may so notify the local agency, in writing, either within 15
days of receipt of the local agency's response or within 15 days of the local agency's failure to
respond within the time prescribed, respectively, and demand an informal conference to meet and
confer for settlement of the issues in dispute. Upon a demand, the local agency shall schedule a meet and confer conference within 30 days for settlement of the dispute.
-
Revised: 10/08/03 Contract No. 3883-1 Page 63 of 106 Pages
(e) Following the meet and confer conference, if the claim or any portion remains in dispute, the claimant may file a claim as provided in Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, the running of the period of time within which a claim must be filed
shall be tolled from the time the claimant submits his or her written claim pursuant to subdivision (a) until the time that claim is denied as a result of the meet and confer process, including any period of time utilized by the meet and confer process. (f) This article does not apply to tort claims and nothing in this article is intended nor shall be construed to change the time periods for filing tort claims or actions specified by Chapter 1
(commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code.
20104.4. The following procedures are established for all civil actions filed to resolve claims subject to this article: (a) Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court shall submit the matter to nonbinding mediation unless waived by mutual stipulation of both parties. The mediation process shall provide for the selection within 15 days by both parties of a disinterested third person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within 15 days from the commencement of the mediation unless a time requirement is
extended upon a good cause showing to the court or by stipulation of both parties. If the parties fail to select a mediator within the 15-day period, any party may petition the court to appoint the mediator.
(b)(l) If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141 .lo) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 11 41.1 1 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil procedure) shall apply to any proceeding brought under the subdivision consistent with the rules pertaining to judicial arbitration.
(2) Notwithstanding any other provision of law, upon stipulation of the parties, arbitrators appointed for purposes of this article shall be experienced in construction law, and, upon stipulation of the parties, mediators and arbitrators shall be paid necessary and reasonable hourly rates of pay not to exceed their customary rate, and such fees and expenses shall be paid equally by the parties, except in the case of arbitration where the arbitrator, for good cause, determines a different division. In no event shall these fees or expenses be paid by state or county funds. (3) In addition to Chapter 2.5 (commencing with Section 1141 .lo) Title 3 of Part 3 of the Code of Civil Procedure, any party who after receiving an arbitration award requests a trial de novo but does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, pay the attorney’s fees of the other party arising out of the trial de novo. (c) The court may, upon request by any party, order any witnesses to participate in the mediation or arbitration process.
20104.6. (a) No local agency shall fail to pay money as to any portion of a claim which is undisputed except as otherwise provided in the contract. (b) In any suit filed under Section 201 04.4, the local agency shall pay interest at the legal rate on any arbitration award or judgment. The interest shall begin to accrue on the date the suit is filed in a court of law.
SECTION 4 - CONTROL OF MATERIALS
4-1 MATERIALS AND WORKMANSHIP.
4-1.3.1 General, add the following: The Contractor shall provide the Engineer free and safe access to any and all part of work at any time. Such free and safe access shall include means of safe access and egress, ventilation, lighting, shoring dewatering and all elements pertaining to the safety of persons as contained in the State of California, California Code of Regulations, Title 8, Industrial Relations, Chapter 4, Division of Industrial Safety, Subchapter 4, Construction Safety Orders and such other safety regulations as may apply. Contractor shall furnish Engineer with such information as may be necessary to keep the Engineer fully informed regarding progress and
manner of work and character of materials. Inspection of testing of the whole or any portion of the work or materials incorporated in the work shall not relieve Contractor from any obligation to fulfill this Contract.
a Revised: 10/08/03 Contract No. 3883-1 Page 64 of 106 Pages
4-1.4 Test of Materials, delete the phrase, "and a reasonable amount of retesting", from the third
sentence of the first paragraph.
add the following: Except as specified in these Supplemental Provisions, the Agency will bear the
cost of testing materials and/or workmanship where the results of such tests meet or exceed the
requirements indicated in the Standard Specifications and the Supplemental Provisions. The cost of
all other tests shall be borne by the Contractor.
At the option of the Engineer, the source of supply of each of the materials shall be approved by him
before the delivery is started. All materials proposed for use may be inspected or tested at any time
during their preparation and use. If, after incorporating such materials into the Work, it is found that
sources of supply that have been approved do not furnish a uniform product, or if the product from
any source proves unacceptable at any time, the Contractor shall furnish approved material from
other approved sources. If any product proves unacceptable after improper storage, handling or for
any other reason it shall be rejected, not incorporated into the work and shall be removed from the
project site all at the Contractor's expense.
Compaction tests may be made by the Engineer and all costs for tests that meet or exceed the requirements of the specifications shall be borne by the Agency. Said tests may be made at any
place along the work as deemed necessary by the Engineer. The costs of any retests made
necessary by noncompliance with the specifications shall be borne by the Contractor.
4-1.6 Trade names or Equals, Add the following: The Contractor is responsible for the
satisfactory performance of substituted items. If, in the sole opinion of the Engineer, the substitution
is determined to be unsatisfactory in performance, appearance, durability, compatibility with
associated items, availability of repair parts and suitability of application the Contractor shall remove
the substituted item and replace it with the originally specified item at no cost to the Agency.
Add the following section:
4-2 MATERIALS TRANSPORTATION, HANDLING & STORAGE. The Contractor shall order,
purchase, transport, coordinate delivery, accept delivery, confirm the quality and quality received,
prepare storage area(s), store, handle, protect, move relocate, remove and dispose excess of all materials used to accomplish the Work. Materials shall be delivered to the site of the work only during working hours, as defined in section 6-7.2 and shall be accompanied by bills of lading that shall clearly state for each delivery: the name of the Contractor as consignee, the project name and number, address of delivery and name of consignor and a description of the material(s) shipped. Prior to storage of any materials which have been shipped to or by the Contractor to any location within the Agency's boundaries the Contractor shall provide the Engineer a copy of lease agreements for each property where such materials are stored. The lease agreement shall clearly'
state the term of the lease, the description of materials allowed to be stored and shall provide for the
removal of the materials and restoration of the storage site within the time allowed for the Work. All
such storage shall conform to all laws and ordinances that may pertain to the materials stored and to preparation of the storage site and the location of the site on which the materials are stored. Loss, damage or deterioration of all stored materials shall be the Contractor's responsibility. Conformance to the requirements of this section, both within and outside the limits of work are a part of the Work. The Engineer shall have the right to verify the suitability of materials and their proper storage at any time during the Work.
a Revised: 10/08/03 Contract No. 3883-1 Page 65 of 106 Pages
SECTION 5 -- UTILITIES
Sempra
SBC
5-1 LOCATION. Add the following: The Agency and affected utility companies have, by a search
of known records, endeavored to locate and indicate on the Plans, all utilities which exist within the limits of the work. However, the accuracy and/or completeness of the nature, size and/or location of utilities indicated on the Plans is not guaranteed.
Pedestals conduit in joint trench connect to house *
Power poles Remove poles and install Pull electric service lines
and connect to house
Phone lines Remove pedestals and install Pull telephone service lines
Pedestal conduit in joint trench and connect to house
conduit in joint trench
5-4 RELOCATION. Delete the first paragraph and substitute the following: In order to minimize
delays to the Contractor caused by the failure of other parties to relocate utilities that interfere with the construction, the Contractor, upon request to the Engineer, may be permitted to temporarily omit the portion of work affected by the utility. Such omission shall be for the Contractor's convenience and no additional compensation will be allowed therefor. The portion thus omitted shall be
constructed by the Contractor immediately following the relocation of the utility involved unless
otherwise directed by the Engineer.
5-6 COOPERATION. Add the following: Certain facilities owned by Sempra, SBC, and Adelphia
Cable are currently located within the limits of work and will require relocation. Contractor shall
coordinate with each of the utilities to commence with relocation of facilities during various phases of
the work. The owner of the facility, the description of the facility, the required utility work and the
anticipated phasing of work is defined in the table below. The facilities are located as follows:
Jefferson Street. Contractor shall protect existing facilities during all phases of the contract.
1 AdelphiaCable I Cable lines I Remove pedestals and install rPuT cableservice lines and 1
SECTION 6 - PROSECUTION, PROGRESS AND
ACCEPTANCE OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK. Delete subsection 6-1
and substitute the following: Except as otherwise provided herein and unless otherwise prohibited
by permits from other agencies as may be required by law the Contractor shall begin work within
five (5) calendar days after receipt of the "Notice to Proceed". Work shall be completed during the
summer recess at Jefferson Elementary School between June 14 and September 1,2004.
Add the following section:
6-1 .l Pre-Construction Meeting. After, or upon, notification of contract award, the Engineer will
set the time and location for the Preconstruction Meeting. Attendance of the Contractor's
management personnel responsible for the management, administration, and execution of the
project is mandatory for the meeting to be convened. Failure of the Contractor to have the Contractor's responsible project personnel attend the Preconstruction Meeting will be grounds for
default by Contractor per section 6-4. No separate payment will be made for the Contractor's
attendance at the meeting. The notice to proceed will only be issued on or after the completion of
the preconstruction meeting.
-
Revised: 10/08/03 Contract No. 3883-1 Page 66 of 106 Pages
Add the following section: 6-1.2 Bar Chart. Contractor shall prepare and submit to the Engineer a chart showing individual tasks and their durations arranged with the tasks on the vertical axis and duration on the horizontal axis. The bar chart shall use differing texture patterns or distinctive line types to show the critical path. The bar chart shall include the date(s) of tree removal, posting notices of work required in
302-4.4 and SWPPP monitoring.
6-1.2.1 Engineer’s Review. The Engineer will review and return to the Contractor, with any
comments, the Construction Schedule within 15 working days of submittal. The Construction Schedule will be returned marked as per sections 6-1.2.10.1 through 6-1.2.10.3.
Add the following section:
6-1.2.1.1 “Accepted.” Notice to Proceed.
The Contractor may proceed with the project work upon issuance of the
Add the following section: 6-1.2.1.2 “Accepted with Comments.” The Contractor may proceed with the project work upon issuance of the Notice to Proceed. The Contractor must resubmit the schedule incorporating the
comments.
Add the following section:
6-1.2.1.3 “Not Accepted.” The Contractor must resubmit the schedule incorporating the corrections and changes of the comments. The Notice to Proceed will not be issued by the Engineer if the changes of the comments are not submitted as required hereinbefore and marked “Accepted” or “Accepted with Comments” by the Engineer. The Contractor, at the sole option of the Engineer, may be considered as having defaulted the contract under the provisions of section 6-4 DEFAULT
BY CONTRACTOR if the changes of the comments are not submitted as required hereinbefore and marked “Accepted by the Engineer.
Add the following section:
6-1.3 Preparation of Schedule Updates and Revisions. The Contractor shall meet with the Engineer during the last day of each week to agree upon each activity‘s schedule status and shall submit weekly updates of the Construction Schedule confirming the agreements no later than the
second working day of the following week. The weekly update will be submitted on hard (paper) copy.
Add the fQllowing section:
6-1 .l Measurement And Payment Of Construction Schedule. The Contractor’s preparation,
revision and maintenance of the Construction Schedule are incidental to the work and no separate payment will be made therefor.
6-2 PROSECUTION OF WORK.
Add the following section:
6.2.1 Phasing of the Work. The Work shall be phased so as to minimize disruption to both the nearby residents and the motoring public. The descriptions of Task I through V are overviews only
and shall not relieve the Contractor from its responsibilities to perform the coordination and work in accordance with the plans and specifications.
6.2.1.1 Task 1. Task I of the project shall consist of all mobilization, traffic control, utility relocation,
clearing and grubbing, demolition of concrete and asphalt (except as required in Task Ill), removinghelocating chainlink fences, removing wood fences, vegetation removals, excavation and filling and installation of privacy fence to perform the work included in this project. Trenching and conduit installation for utility undergrounding shall be performed prior to concrete construction. The improvements on the east side of Jefferson Street North shall be constructed including, but not limited to, construction of concrete curb and gutter, driveway approaches, pedestrian ramps, sidewalks, asphalt road construction including base course and surface course, and sodding. Contractor shall maintain one travel lane open in each direction at all times, unless approved by the Engineer.
.
Revised: 10/08/03 Contract No. 3883-1 Page 67 of 106 Pages
6.2-1.2 Task 11. Task I1 of the project shall include all concrete construction on the west side of
Jefferson Street North including, but not limited to, traffic control, curb and gutter, driveway
approaches, pedestrian ramps, sidewalks, driveways, asphalt road construction including base course and surface course, and sodding. Contractor shall maintain one travel lane open in each
direction at all times, unless otherwise approved by the Engineer.
6.2-1.3 Task 111. Task Ill shall include all concrete construction of the cross gutter at Magnolia and
Jefferson Street, including traffic control, demolition of the existing cross gutter and asphalt, and
asphalt road construction including base course and surface course. Contractor shall remove the
existing and construct the cross gutter in the same day, requiring only one day of road closure, which
shall be during the weekend, unless otherwise approved by the Engineer.
6.2.1.4 Task IV. Task IV of the project shall include all asphalt road construction including, but not
limited to, traffic control, base course and surface course on Jefferson Street South. Contractor shall maintain one travel lane open per Section 7-1 0.3.2, unless otherwise approved by the Engineer.
6.2-1.5 Task V. Task V consists of performing the remainder of work not completed in the previous phases.
Add the following section: 6-2.3 Project Meetings. The Engineer will establish the time and location of weekly Project Meetings. Each Project Meeting shall be attended by the Contractor’s Representative. The Project Representative shall be the individual determined under section 7-6, “The Contractor’s Representative”, SSPWC. No separate payment for attendance of the Contractor, the Contractor’s Representative or any other employee or subcontractor or subcontractor’s employee at these meetings will be made.
6-6 DELAYS AND EXTENSIONS OF TIME.
6-6.4 Written Notice and Report. Modify as follows: The Contractor shall provide written notice to the Engineer within two hours of the beginning of any period that the Contractor has placed any workers or equipment on standby for any reason that the Contractor has determined to be caused by
the Agency or by any organization that the Agency may otherwise be obligated by. The Contractor shall provide continuing daily written notice to the Engineer, each working day, throughout the duration of such period of delay. The initial and continuing written notices shall include the classification of each workman and supervisor and the make and model of each piece of equipment placed on standby, the cumulative duration of the standby, the Contractor’s opinion of the cause of the delay and a cogent explanation of why the Contractor could not avoid the delay by reasonable means. Should the Contractor fail to provide the notice(s) required by this section the Contractor agrees that no delay has occurred and that it will not submit any claim(s) therefor.
6-7 TIME OF COMPLETION. Add the following: The Contractor shall diligently prosecute the work to completion within fifty seven (57) working days after the starting date specified in the Notice to Proceed.
6-7.2 Working Day. Add the following: Unless otherwise approved in writing by the Engineer, the hours of work shall be between the hours of 7:OO a.m. and 4:OO p.m. on Mondays through Fridays, excluding Agency holidays. Work under traffic control shall be restricted to 8:30 a.m. to 3:30 p.m. as indicated on the traffic control plan. The Contractor shall obtain the written approval of the Engineer if the Contractor desires to work outside said hours or at any time during weekends and/or holidays. This written permission must be obtained at least 48 hours prior to such work The Engineer may approve work outside the hours and/or days stated herein when, in hidher sole opinion, such work conducted by the Contractor is beneficial to the best interests of the Agency. The Contractor shall pay the inspection costs of such work.
The concrete cross-gutter shall be constructed on a Saturday when traffic volumes are down. Inspection costs for weekend or evening work associated with the cross-gutter shall be waived.
@ Revised: 10/08/03 Contract No. 3883-1 Page 68 of 106 Pages
The Contractor shall incorporate the dates, areas and types of work prohibited in this section in the Construction Schedule required by section 6.1. No additional payment, adjustment of bid prices or adjustment of contract time of completion will be allowed as a consequence of the prohibition of work being performed within the dates, areas and/or types of work prohibited in this section.
6-8 COMPLETION AND ACCEPTANCE. Delete the second paragraph and add the following: The Engineer will not accept the Work or any portion of the Work before all of the Work is completed and all outstanding deficiencies that may exist are corrected by the Contractor and the Engineer is satisfied that all the materials and workmanship, and all other features of the Work, meet the requirements of all of the specifications for the Work. Use, temporary, interim or permanent, of all, or portions of, the Work does not constitute acceptance of the Work. If, in the
Engineer's judgment, the Work has been completed and is ready for acceptance the Engineer will so certify to the City Council. Upon such certification by the Engineer the City Council may accept the completed Work. Upon the City Council's acceptance of the Work the Engineer will cause a "Notice of Completion" to be filed in the office of the San Diego County Recorder. The date of
recordation shall be the date of completion of the Work.
Delete the first sentence of the third, paragraph and substitute the following two sentences: All
work shall be warranted for one (1) year after recordation of the "Notice of Completion'' and any
faulty work or materials discovered during the warranty period shall be repaired or replaced by the
Contractor, at its expense. Twenty-five percent of the faithful performance bond shall be retained as
a warranty bond for the one year warranty period.
6-9 LIQUIDATED DAMAGES. Modify the last sentence of the first paragraph and the first sentence
of the second paragraph and add the following: For each consecutive calendar day in excess of the
time specified for completion of Work, as adjusted in accordance with 6-6, the Contractor shall pay
the Agency, or have withheld monies due it, the sum of nine hundred dollars ($900).
Execution of the Contract shall constitute agreement by the Agency and Contractor that $900 per day
is the minimum value of costs and actual damages caused by the Contractor to complete the Work
within the allotted time. Any progress payments made after the specified completion date shall not
constitute a waiver of this paragraph or of any damages.
SECTION 7 -- RESPONSIBILITIES OF THE CONTRACTOR
7-3 LIABILITY INSURANCE. Add the following: All insurance is to be placed with insurers that
have a rating in Best's Key Rating Guide of at least A-:V and are admitted and authorized to conduct
business in the state of California and are listed in the official publication of the Department of
Insurance of the State of California.
7-4 WORKERS' COMPENSATION INSURANCE. Add the following: All insurance is to be placed
with insurers that are admitted and authorized to conduct business in the state of California and are
listed in the official publication of the Department of Insurance of the State of California. Policies
issued by the Sate Compensation Fund meet the requirement for workers' compensation insurance.
7-5 PERMITS. Delete the first sentence and add the following four sentences: Except as specified
herein the agency will obtain, at no cost to the Contractor, all encroachment, right-of-way, grading,
resource agency and building permits necessary to perform work for this contract on Agency property, in streets, highways (except State highway right-of-way), railways or other rights-of-way.
Contractor shall not begin work until all permits incidental to the work are obtained. The Contractor
shall obtain and pay for all permits for the disposal of all materials removed from the project.
The cost of said permit@) shall be included in the price bid for the appropriate bid item and no
additional compensation will be allowed therefor.
-
Revised: 10/08/03 Contract No. 3883-1 Page 69 of 106 Pages
Add the following section:
7-5.1 Resource Agency Permits.
‘A’ of these special provisions. Resource agency permits pertaining to this project include:
Resource agency permits for the Work are included in Appendix
1) City of Carlsbad Coastal Development permit number CDP 02-11 issued on June 19,
2002.
7-7 COOPERATION AND COLLATERAL WORK.
Add the following section:
7-7.1 Coordination. The Contractor shall coordinate and cooperate with all the utility companies
during the relocation or construction of their lines. The Contractor may be granted a time extension
if, in the opinion of the Engineer, a delay is caused by the utility company. No additional
compensation will be made to the Contractor for any such delay.
7-8 PROJECT SITE MAINTENANCE.
7-8.1 Cleanup and Dust Control. Add the following: Cleanup and dust control required herein
shall also be executed on weekends and other non-working days when needed to preserve the
health safety or welfare of the public. The Contractor shall conduct effective cleanup and dust
control throughout the duration of the Contract. The Engineer may require increased levels of
cleanup and dust control that, in hidher sole discretion, are necessary to preserve the health, safety
and welfare of the public. Cleanup and dust control shall be considered incidental to the items of
work that they are associated with and no additional payment will be made therefor.
7-8.5 Temporary Light, Power and Water. The Contractor shall obtain a
construction meter for water used for the construction, plant establishment, maintenance, cleanup,
testing and all other work requiring water related to this contract. The Contractor shall contact the
appropriate water agency for requirements.
Add the following:
The Contractor shall pay all costs of temporary light, power and water including hookup, service,
meter and any, and all, other charges, deposits and/or fees therefor. Said costs shall be considered
incidental to the items of work that they are associated with and no additional payment will be made
therefor.
7-8.6 Water Pollution Control, Add the following: The Contractor shall comply with all
requirements of the storm water pollution and monitoring plan prepared for this project in accordance
with the California State Water Resources Control Board order number 2001 -01 , NPDES General
Permit number CAS01 08758 and the “Water Discharge Requirement for Discharges of Storm Water
Runoff Associated with Construction Activity“.
Add the following section:
7-8.8 Noise Control. All internal combustion engines used in the construction shall be equipped
with mufflers in good repair when in use on the project with special attention to the City Noise Control
Ordinance, Carlsbad Municipal Code Chapter 8.48.
7-10 PUBLIC CONVENIENCE AND SAFETY.
7-10.1 Traffic and Access. add the following: The Contractor shall schedule the work so as to prevent damage by all traffic, including but not limited to mail delivery. The Contractor shall not schedule work so as to conflict with trash pickup. The trash hauling schedule can be obtained by calling the City‘s contracted waste disposal company, Coast Waste Management at 929-941 7.
During paving operations, the Contractors schedule for paving shall be designated to provide residents and business owners whose streets are to be paved sufficient paved parking within an 800 foot distance from their homes or businesses.
a Revised: 10/08/03 Contract No. 3883-1 Page 70 of 106 Pages
Seventy two hours prior to the start of any construction in the public right-of-way that affects vehicular traffic and/or parking or pedestrian routes, the Contractor shall give written notification of the impending disruption. For a full street closure, all residences and/or businesses on the affected
street or alley shall be notified. For partial street closures, or curb, sidewalk and driveway repairs, the residences and/or businesses directly affected by the work shall be notified.
The notification shall be hand delivered and shall state the date and time the work will begin and its anticipated duration. The notification shall list two telephone numbers that may be called to obtain additional information. One number shall be the Contractor's permanent office or field office and the other number shall be a 24 hour number answered by someone who is knowledgeable about the project. At least one of the phone numbers shall be in the (760) area code. An answering machine shall not be connected to either number. The notification shall also give a brief description of the .work and simple instructions to the home or business owner on what they need to do to facilitate the construction. The Contractor shall submit the contents of the notification to the Engineer for approval per Submittal Specs 2.5.3.3. Notices shall not be distributed until approved by the Engineer.
For residences, the notification shall be pre-cut in a manner that enables it to be affixed to a doorknob without adhesives. It shall be a minimum size of 3-112 inches by 8-1/2 inches and shall be brightly colored with contrasting printing. The material shall be equivalent in strength and durability to 65 Ib. card stock. The printing on the notice shall be no smaller than 12 point. An example of such notice is provided in Appendix "A" located at the end of Part 1.
In addition to the notifications, the contractor shall post temporary no parking signs 48 hours in advance of the work being performed. The temporary no parking signs shall state the date and time of parking restriction for a duration not to exceed the time necessary to complete the work at that location. Failure of the contractor to meet the posted date requires re-posting the temporary no parking signs 48 hours in advance of the rescheduled work. If the work is delayed or rescheduled the temporary no parking signs shall be removed and re-posted 48 hours in advance of the rescheduled work.
The preparation, materials, printing and distribution of the notifications shall be included in the contract price bid for traffic control and the Contractor will not be entitled to any additional compensation for printing and distributing these notices.
7-10.3 Street Closures, Detours, Barricades. Modify the second paragraph as follows: At least 5 working days prior to closing, detouring, partially closing or reopening any street, alley or other public thoroughfare the Contractor shall notify the following:
1) The Engineer ...................................................................................... (760) 602-2780, x7301
3) Carlsbad Police Department Dispatch .............................................. (760) 931 -21 97 4) Carlsbad Traffic Signals Maintenance ............................................... (760) 434-2980 5) Carlsbad Traffic Signals Operations .................................................. (760) 434-2937 6) North County Transit District .............................................................. (760) 743-9346 7) Coast Waste Management ................................................................ (760) 929-9400
2) Carlsbad Fire Department Dispatch .................................................. (760) 931 -21 97
7-1 0.3 Street Closures, Detours, Barricades. Add the following: Traffic controls shall be in
accordance with the plans, Chapter 5 of the California Department of Transportation "Manual of
Traffic Controls," 1596 edition and these Supplemental Provisions. If any component in the traffic
control system is damaged, displaced, or ceases to operate or function as specified, from any cause,
dwing the progress of the work, the Contractor shall immediately repair said component to its original
condition or replace said component and shall restore the component to its original location. In the event that the Contractor fails to install andor maintain barricades or such other traffic signs,
markings, delineation or devices as may be required herein, the Engineer may, at hidher sole option,
install the traffic signs, markings, delineation or devices and charge the Contractor twenty dollars
($20.00) per day per traffic sign or device, or the actual cost of providing such traffic control facility,
whichever is the greater.
Revised: 10/08/03 Con tract N 0. 3883- 1 Page 71 of 106 Pages
Add the following section: 7-10.3.1 Construction Area Signs and Control Devices. All construction traffic signs and control
devices shall be maintained throughout the duration of work in good order and according to the
approved traffic control plan. All construction area signs shall conform to the provisions of section
206-7.2 et seq. All temporary reflective pavement markers shall conform to the provisions of section
21 4-5.1 .et seq. All temporary reflective channelizers shall conform to the provisions of section 21 4-
5.2 et seq. All paint for temporary traffic striping, pavement marking, and curb marking shall conform
to the provisions of section 21 0-1.6 et seq. except that all temporary paint shall be rapid dry water
borne conforming to section 21 0-1.6for materials and section 31 0-5 et seq. For workmanship.
Warning and advisory signs, lights and devices installed or placed to provide traffic control, direction
and/or warning shall be furnished, installed and maintained by the Contractor. Warning and advisory
signs, lights and devices shall be promptly removed by the Contractor when no longer required.
Warning and advisory signs that remain in place overnight shall be stationary mounted signs.
Stationary signs that warn of non-existent conditions shall be removed from the traveled way and from the view of motorists in the traveled way or shielded from the view of the traveling public during
such periods that their message does not pertain to existing conditions. Care shall be used in
performing excavation for signs in order to protect underground facilities. All excavation required to
install stationary construction area signs shall be performed by hand methods without the use of
power equipment. Warning and advisory signs that are used only during working hours may be
portable signs. Portable signs shall be removed from the traveled way and shielded from the view of
the traveling public during non-working hours. During the hours of darkness, as defined in Division 1,
Section 280, of the California Vehicle Code, portable signs shall be illuminated or, at the option of the
Contractor, shall be in conformance with the provisions in section 206-7.2 et seq. If illuminated traffic
cones rather than post-type delineators are used during the hours of darkness, they shall be affixed
or covered with reflective cone sleeves as specified in CALTRANS ”Standard Specifications”, except
the sleeves shall be 180 mm (7”) long. Personal vehicles of the Contractor’s employees shall not be
parked within the traveled way, including any section closed to public traffic. Whenever the
Contractor’s vehicles or equipment are parked on the shoulder within 1.8 m (6’) of a traffic lane, the
shoulder area shall be closed with fluorescent traffic cones or portable delineators placed on a taper
in advance of the parked vehicles or equipment and along the edge of the pavement at 7.6 m (25’)
intervals to a point not less than 7.6 m (25’) past the last vehicle or piece of equipment. A minimum
of nine (9) cones or portable delineators shall be used for the taper. A C23 (Road Work Ahead) or
C24 (Shoulder Work Ahead) sign shall be mounted, as required herein, on a sign post or telescoping
flag tree with flags. The sign post or flag tree shall be placed where directed by the Engineer.
Add the following section:
7-10.3.2 Maintaining Traffic. The Contractor’s personnel shall not work closer than 1.8 m (67, nor
operate equipment within 0.6 m (2’) from any traffic lane occupied by traffic. For equipment the 0.6 m
(2’) shall be measured from the closest approach of any part of the equipment as it is operated
and/or maneuvered in performing the work. This requirement may be waived when the Engineer has
given written authorization to the reduction in clearance that is specific to the time, duration and
location of such waiver, when such reduction is shown on the traffic control plans included in these
contract documents, when such reduction is shown on the traffic control plans prepared by the
Contractor and approved by the Engineer or for the work of installing, maintaining and removing traffic control devices. As a condition of such waiver the Engineer may require the Contractor to
detour traffic, adjust the width of, or realign the adjacent traffic lane, close the adjacent traffic lane or
provide barriers.
During the entire construction, a minimum of one (1) paved traffic lane, not less than 3.6m (12’) wide,
shall be open for use by public traffic in each direction of travel during non-working hours. During
working hours, a minimum of one (1) lane of travel with appropriate traffic control may be approved
by the Engineer in accordance with Section 7-1 0.3.3.
Contractor is notified that the project site is along a student travel corridor. Safe passage for students
to and from school must be maintained at all times.
Revised: 10/08/03 Contract No. 3883-1 Page 72 of 106 Pages
Add the following section:
7-10.3.3 Traffic Control System for Lane Closure. A traffic control system consists of closing
traffic lanes or pedestrian walkways in accordance with the details shown on the plans, CALTRANS
“Manual of Traffic Control”, 1996 edition and provisions under “Maintaining Traffic” elsewhere in
these Supplemental Provisions. The provisions in this section will not relieve the Contractor from its
responsibility to provide such additional devices or take such measures as may be necessary to
maintain public safety.
When lanes are closed for only the duration of work periods, all components of the traffic control
system, except portable delineators placed along open trenches or excavation adjacent to the traveled way, shall be removed from the traveled way and shoulder at the end work period. If the
Contractor so elects, said components may be stored at selected central locations, approved by the
Engineer, within the limits of the right-of-way.
Add the following section:
7-1 0.3.4 Traffic Control for Permanent and Temporary Traffic Striping. During traffic stripe
operations, traffic shall be controlled with lane closures, as provided for under “Traffic Control System
for Lane Closure” of these Supplemental Provisions or by use of an alternative traffic control plan
proposed by the Contractor and approved by the Engineer. The Contractor shall not start traffic
striping operations using an alternative plan until he has submitted its plan to the Engineer and has
received the Engineer’s written approval of said plan.
Add the following section:
7-10.3.5 Temporary Pavement Delineation. Temporary pavement delineation shall be furnished,
placed, maintained and removed in accordance with the minimum standards specified in Chapter 5
of the “Traffic Manual”, 1996 edition published by CALTRANS. Whenever the work causes
obliteration of pavement delineation, temporary or permanent pavement delineation shall be in place
prior to opening the traveled way to public traffic. Lane line or centerline pavement delineation shall
be provided at all times for traveled ways open to public traffic. All work necessary, including any
required lines or marks, to establish the alignment of temporary pavement delineation shall be
performed by the Contractor. When temporary pavement delineation is removed, all lines and marks
used to establish the alignment of the temporary pavement delineation shall be removed by grinding.
Surfaces to receive temporary pavement delineation shall be dry and free of dirt and loose material.
Temporary pavement delineation shall not be applied over existing pavement delineation or other
temporary pavement delineation. Temporary pavement delineation shall be maintained until
superseded or replaced with permanent pavement delineation.
Temporary pavement delineation shall be removed when, as determined by the Engineer, the
temporary pavement delineation conflicts with the permanent pavement delineation or with a new
traffic pattern for the area and is no longer required for the direction of public traffic. When temporary
pavement delineation is required to be removed, all lines and marks used to establish the alignment
of the temporary pavement delineation shall be removed.
Add the following section:
7-1 0.3.6 Preparation of New, or Modifications and Additions to Existing, Traffic Control Plan
Sheets. If no traffic control plans (TCP) or Traffic Control Staging plans (TCP) are included in the
project plans, or if the Contractor elects to modify TCP included in the project plans, the Contractor
shall have such new or modified TCP prepared and submitted as a part of the Work for any and all
construction activities that are located within the travelled way. The Contractor shall have TCP
prepared and submitted as a part of the Work for any construction activities that are a part of this
project that are not included in the project plans. The Contractor must submit the TCP for the
Engineer’s review in conformance with the requirements of section 2-5.3, et seq. and obtain the
Engineer’s approval of the TCP prior to implementing them. The minimum 20 day review period
specified in section 2-5.3.1 for shop drawings and submittals shall pertain to each submittal of TCP,
new, modified or added to, for the Engineer’s review. New or revised TCP submittals shall include
all TCP needed for the entire duration of the Work. Each phase of the TCP shall be shown in
sufficient scale and detail to show the lane widths, transition lengths, curve radii, stationing of
-
Revised: 10/08/03 Contract No. 3883-1 Page 73 of 106 Pages
features affecting the traffic control plan and the methodology proposed to transition to the
subsequent TCP phase. When the vertical alignment of the travelled surface differs from the
finished pavement elevation vertical curves must also be shown. The Contractor may choose to
modify, add to or supplement the TCP shown on sheet 8, 9, and 10 of Drawing 401 -7 of the contract
documents or substitute TCP to further its own interests. Such substitution shall be prepared in type and kind as sheet 8, 9, and 10 of Drawing 401-7. The level of detail, format, and graphics shall be of
quality and size no less than shown on sheet 8, 9, and 10 of Drawing 401-7. Such modifications,
supplements and/or new design of TCP shall meet the requirements of the Engineer and of the
"MANUAL OF TRAFFIC CONTROLS", 1996 Edition as published by the State of California
Department of Transportation. Such modification, addition, supplement, and/or new design of TCP
shall be prepared by a registered professional engineer appropriately registered in the State of
California. The Engineer shall be the sole judge of the suitability and quality of any such
modifications, supplements, and/or new designs to TCP. The Engineer may approve any such
modifications, supplements, and/or new designs to the TCP when, in the Engineer's sole opinion,
such modifications, Supplements, and/or new designs to the TCP prepared by the registered professional engineer retained by the Contractor will be beneficial to the best interests of the Agency.
Such modification, addition, supplement, and/or new design shall not be implemented and no work
shall be commenced that is contingent on such approval until the changed TCP are approved by the
Engineer. The preparation of such modification, addition, supplement, and/or new designs of TCP
shall not presuppose their approval or obligate the Agency in any fashion. Submittal and review
requirements for such modifications, supplements, and/or new designs to TCP shall conform to the
requirements of section 2-5.3 Shop Drawings and Submittals.
The Contractor shall provide traffic control at the contract lump sum price bid. The contract lump sum
price paid for "traffic control" shall include full compensation for furnishing all labor (including flagging
costs), materials (including signs), tools, equipment and incidentals, and for doing all the work
involved in preparation, reproduction and changing of traffic control plans, placing, applying traffic
stripes and pavement markers with bituminous adhesive, removing, storing, maintaining, moving to
new locations, replacing, and disposing of the components of the traffic control system as shown on
the plans and approved additions and modifications, as specified in these special provisions, and as
directed by the Engineer. All expenses and time to prepare and review modifications, additions,
supplements and/or new TCP designs shall be included in the lump sum bid for traffic control and no
additional payment will be made therefor. Flagging costs will be paid for as a part of the Lump Sum
Amount for "Traffic Control." The cost of labor and material for portable concrete barriers will be paid
for at the unit price bid. When there is no bid item for the cost of labor and material for portable
concrete barriers, they will be paid as an incidental to the work being performed, and no additional
payment will be made therefor. Progress payments for "Traffic Control" will be based on the
percentage of the improvement work completed.
Add the following section:
7-10.4.4 Safety and Protection of Workers and Public. The Contractor shall take all necessary
precautions for the safety of employees on the work and shall comply with all applicable provisions of
Federal, State and Municipal safety laws and building codes to prevent accidents or injury to persons
on, about, or adjacent to the premises where the work is being performed. The Contractor shall erect
and properly maintain at all times, as required by the conditions and progress of the work, all
necessary safeguards for the protection of workers and public, and shall use danger signs warning against hazards created by such features of construction as protruding nails, hoists, well holes, and
falling materials.
7-13 LAWS TO BE OBSERVED. Add the following: Municipal ordinances that affect this work
include Chapters 11.04 Streets and Sidewalks, 11.12 Trees and Shrubs and 15 Grading and
Drainage.
@ Revised: 10/08/03 Contract No. 3883-1 Page 74 of 106 Pages
91 MEASUREMENT OF QUANTITIES FOR UNIT PRICE WORK
91.4 Units of Measurement, modify as follows: The system of measure for this contract shall be the
U.S. Standard Measures.
9-3 PAYMENT.
9-3.1 General. Delete the eighth paragraph and substitute the following: Guarantee periods shall
not be affected by any payment but shall commence on the date of recordation of the "Notice of
Completion".
9-3.2 Partial and Final Payment. Delete the second paragraph and substitute the following:
Each month, the Engineer will make an approximate measurement of the work performed to the
closure date as basis for making monthly progress payments. The estimated value will be based on
contract unit prices, completed change order work and as provided for in Section 9-2 of the Standard Specifications (SSPWC). Progress payments shall be made no later than thirty (30)
calendar days after the closure date. Five (5) working days following the closure date, the Engineer
shall complete the detailed progress pay estimate and submit it to the Contractor for the
Contractor's information. Should the Contractor assert that additional payment is due, the
Contractor shall within ten (10) days of receipt of the progress estimate, submit a supplemental
payment request to the Engineer with adequate justification supporting the amount of supplemental
payment request. Upon receipt of the supplemental payment request, the Engineer shall, as soon
as practicable after receipt, determine whether the supplemental payment request is a proper
payment request. If the Engineer determines that the supplemental payment request is not proper,
then the request shall be returned to the Contractor as soon as practicable, but not later than seven
(7) days after receipt. The returned request shall be accompanied by a document setting forth in
writing the reasons why the supplemental payment request was not proper. In conformance with
Public Contract Code Section 20104.50, the City shall make payments within thirty (30) days after
receipt of an undisputed and properly submitted supplemental payment request from the Contractor.
If payment of the undisputed supplemental payment request is not made within thirty (30) days after
receipt by the Engineer, then the City shall pay interest to the Contractor equivalent to the legal rate
set forth in subdivision (a) of Section 685.010 of the Code of Civil Procedure.
Add paragraph 6 et seq. as follows: After final inspection, the Engineer will make a Final Payment
Estimate and process a corresponding payment. This estimate will be in writing and shall be for the
total amount owed the Contractor as determined by the Engineer and shall be itemized by the
contract bid item and change order item with quantities and payment amounts and shall show all deductions made or to be made for prior payments and amounts to be deducted under provisions of
the contract. All prior estimates and progress payments shall be subject to correction in the Final
Payment Estimate.
The Contractor shall have 30 calendar days from receipt of the Final Payment Estimate to make
written statement disputing any bid item or change order item quantity or payment amount. The Contractor shall provide all documentation at the time of submitting the statement supporting its
position. Should the Contractor fail to submit the statement and supporting documentation within the
time specified, the Contractor acknowledges that full and final payment has been made for all contract bid items and change order items.
-If the Contractor submits a written statement with documentation in the aforementioned time, the
Engineer will review the disputed item within 30 calendar days and make any appropriate
adjustments on the Final Payment. Remaining disputed quantities or amounts not approved by the
Engineer will be subject to resolution as specified in subsection 3-5, Disputed Work.
a Revised: 10/08/03 Contract No. 3883-1 Page 75 of 106 Pages
The written statement filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of said disputed items. The Engineer will consider the merits of the
Contractor’s claims. It will be the responsibility of the Contractor to furnish within a reasonable time
such further information and details as may be required by the Engineer to determine the facts or
contentions involved in its claims. Failure to submit such information and details will be sufficient
cause for denying payment for the disputed items.
9-3.2.1 Payment for Claims. Add the following: Except for those final payment items disputed in
the written statement required in subsection 9-3.2 all claims of any dollar amount shall be submitted
in a written statement by the Contractor no later than the date of receipt of the final payment
estimate. Those final payment items disputed in the written statement required in subsection 9-3.2
shall be submitted no later than 30 days after receipt of the Final Payment estimate. No claim will be considered that was not included in this written statement, nor will any claim be allowed for which
written notice or protest is required under any provision of this contract including sections 3-4
Changed Conditions, 3-5 Disputed Work, 6-6.3 Payment for Delays to Contractor, 6-6.4 Written
Notice and Report, or 6-7.3 Contract Time Accounting, unless the Contractor has complied with
notice or protest requirements.
The claims filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the
basis and amount of said claims. The Engineer will consider and determine the Contractor’s claims
and it will be the responsibility of the Contractor to furnish within a reasonable time such further
information and details as may be required by the Engineer to determine the facts or contentions
involved in its claims. Failure to submit such information and details will be sufficient cause for
denying the claims.
Payment for claims shall be processed within 30 calendar days of their resolution for those claims
approved by the Engineer. The Contractor shall proceed with informal dispute resolution under
subsection 3-5, Disputed Work, for those claims remaining in dispute.
Add the following section:
9-3.3.1 Delivered Materials.,
into the work will not be included in the progress estimate.
The cost of materials and equipment delivered but not incorporated
Add the following section:
9-3.4.1 Mobilization and Preparatory Work., Payment for mobilization and preparatory Work will
be made at the stipulated lump-sum price bid therefor in the bid schedule. The Contract lump-sum
price paid for mobilization includes full compensation for furnishing all insurance, bonds, licenses,
labor, materials, utilities, tools, equipment and incidentals, and for doing all the work involved in
mobilization and preparatory work and operations, including, but not limited to, those necessary for
the movement of personnel, equipment, supplies, and incidental to preparing to conduct work on and
off the project site and other offsite facilities necessary for work on the project; for all other facilities,
sureties, work and operations which must be performed or costs incurred prior to beginning work on
various contract items on or off the project site, excepting those specifically paid for under separate
sections of these specifications. The Contractor hereby agrees that the stipulated lump sum amount
is sufficient for Mobilization and Preparatory Work, as described in this section, and that the
Contractor shall have no right to additional compensation for Mobilization and Preparatory Work.
Progress payments for Mobilization and Preparatory Work will be made as follows:
For the first progress payment (after the issuance of the Notice to Proceed), forty percent (40%) of
the amount bid for Mobilization And Preparatory Work will be allowed. For the second progress
payment, an additional sixty percent (60%) of the amount bid for mobilization and preparatory work
will be allowed therefor.
# Revised: 10/08/03 Contract No. 3883-1 Page 76 of 106 Pages
SUPPLEMENTAL PROVISIONS
TO
STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION
PART 2, CONSTRUCTION MATERIALS
1 -1/2" 1"
314" No. 4
No. 30
No. 200
SECTION 200 - ROCK MATERIALS
90-1 00 --- 1 00 50-85 90-1 00
25-45 35-60 10-25 10-30
2-9 2-9
---
200-2 UNTREATED BASE MATERIALS
200-2.1 General. Add the following: Aggregate base shall be Class 2 Aggregate Base per Caltrans Standard Specification, July 1999, Section 26: Aggregate Bases, Subsection 26-1.02A Class 2 Aggregate Base and as specified herein.
Add the following section: 200-2.7 Class 2 Aggregate Base. Aggregate for Class 2 aggregate base shall be free from organic matter and other deleterious substances, and shall be of such nature that it can be compacted readily under watering and rolling to form a firm, stable base. Aggregate may include material processed from reclaimed asphalt concrete, portland cement concrete, lean concrete base, cement treated base or a combination of any of these materials.
Aggregate shall conform to the grading and quality requirements shown in the following tables. At the option of the Contractor, the grading for either the 1 -1/2 inch maximum or 314 inch maximum shall be used, except that once a grading is selected, it shall not be changed without the Engineer's written
approval.
AGGREGATE GRADING REQUIREMENTS Percentage Passing
QUALITY REQUIREMENTS
The aggregate shall not be treated with lime, cement, or other chemical material before the Durability index test is performed.
If the results of either or both the aggregate grading and Sand Equivalent tests do not meet the requirements specified for "Operating Range" but meet the "Contract Compliance" requirements, placement of the aggregate base may be continued for the remainder of that day. However, another day's work may not be started until tests, or other information, indicate to the satisfaction of the Engineer that the next material to be used in the work will comply with the requirements specified for "Operating Range".
Revised: 10/08103 Contract No. 3883-1 Page 77 of 106 Pages
If the results of either or both the aggregate grading and Sand Equivalent tests do not meet the requirements specified for "Contract Compliance", the aggregate base which is represented by these tests shall be removed. However, if requested by the Contractor and approved by the Engineer, the aggregate base may remain in place and the Contractor shall pay to the City $2.25 per cubic yard for such aggregate base left in place. The City may deduct this amount from any moneys due, or that may become due, the Contractor under the contract. If both the aggregate grading and Sand Equivalent do not conform to the "Contract Compliance" requirements, only one adjustment shall
No single aggregate grading or Sand Equivalent test shall represent more than 500 cubic yards or one day's production, whichever is smaller.
apply.
Type of Construction
All Concrete Used Within the Right-of-way
Trench Backfill Slurry
Street Light Foundations and Survey Monuments
Traffic Signal Foundations
Concreted-Rock Erosion Protection
SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS
Concrete Maximum
Class Slump mm (Inches)
330-C-23 (2)
(560-C-3250) ('I
(1 90-E-400)
(560-C-3250)
(590-C-3750)
(520-(3-2500 P)
1 15-E-3 200 (8")
330-C-23 100 (4")
3504-27 100 (4")
31 0-C-17 per Table 300-1 1.3.1
201 -1.2.4 Chemical Admixtures. (e) Air-entraining Admixtures. Substitute the following: The
air content shall not deviate from the percentage specified or permitted by more than 1-1/2 percentage points. The air content of freshly mixed concrete will be determined by California Test
Method No. 504.
SECTION 203 - BITUMINOUS MATERIALS
203-6 ASPHALT CONCRETE SPECIAL PROVISIONS
203-6.1 General. Add the following: The Contractor shall submit a design mix report and
verification data for review by the Engineer for each source of supply and type of mixture specified. The design mix report shall indicate the results of all testing requirements identified in sections 203-
1.2 and 203-6.3 of the standard specifications for public works construction and these special
provisions.
203-6.2 Materials. Add the following: Asphalt concrete shall be class C2-AR-4000 for surface
course, and B-AR-4000 for base course. Asphalt concrete shall be class D2-AR-4000 for dikes and
class E-AR-8000 ditches.
Revised: 10/08/03 Contract No. 3883-1 Page 78 of 106 Pages
203-6.3.2 Composition and Grading. Add the following: Evaluation of asphalt concrete shall be
determined from samples of asphalt concrete taken after completion of all processing (Wet Mix) or
by core sample analysis of the in-place asphalt concrete or by direct central plant inspection that
confirms the production of a particular mix design and verifies using samples of aggregate taken
before the addition of asphalt and mineral filler (Bin). All samples shall be taken in accordance with
Calif. Test 1 25.
100 mm (2"x4")
Headers for bituminous pavement larger than 50
mm x 100 mm (2x4")
When Wet Mix or Core samples of asphalt concrete are to be used for evaluation, sufficient size
samples shall be taken to ensure representative and adequate quantity of material for:
treated constmktion grade Douglas Fir
Number 1 grade Redwood, or preservative
treated number 1 grade Douglas Fir
1. Asphalt Content and Gradation by Extraction using Calif. Test 382 or ASTM 21 72, and
Calif. Test 202
2. Stability' using:
a. Stabilometer Value2 using Calif. Test 366 and shall be the average of three
individual Stabilometer Values
b. Marshall Stability in accordance with the Asphalt Institute's MS-2 fabricated and
tested for traffic volume and shall be the average of three specimens.
And 1 or
1. Stability will be waived provided the extracted asphalt content is within +\-.5 of mix design and the extracted gradation complies with
Table 203-6.3.2 (A).
Use Marshall Stability when the deviation between individual Stabilometer Values are greater than +64. 2.
When using core sample analysis, the samples must be properly prepared to safeguard against
influx of out side contaminates and so that the cut surfaces do not influence the test results.
203-6.3.3 Acceptance. Wet Mix or Core sampled asphalt concrete will be considered in
conformance with the mix design when the asphalt content is within +\- .5 of the design mix and the
gradation conforms to the grading as shown in Table 203-6.3.2 (A). Deviations in gradation maybe
considered in conformance with the mix design provided the stability of the completed mix complies
with the requirements for Stabilometer Value per Table 203-6.3.2 (A) Marshall Stability using Asphalt
Institute MS-2.
Plant inspected asphalt concrete will be will be considered in conformance with the mix design when
visually inspected and the combined gradation of the Bin samples show conformance to the grading
as shown in Table 203-6.3.2 (A).
SECTION 204 - LUMBER AND TREATMENT WITH PRESERVATIVES
204-1 LUMBER AND PLYWOOD
TABLE 204-1.2(A) add the following:
TABLE 204-1.2(A)
USES I GRADES
Headers for bituminous pavement up to 50 mm x I Construction grade Redwood or preservative- .
Revised: 10/08/03 Contract No. 3883-1 Page 79 of 106 Pages
SECTION 206 - MISCELLANEOUS METAL ITEMS
Add the following section:
206-7 TRAFFIC SIGNS.
Add the following section:
206-7.1 Permanent Traffic Signs. Permanent traffic signs shall consist of 1 0-gage and 12-gage
cold-rolled steel perforated tubing. This includes all signs used for the direction, warning, and
regulation of vehicle (including bicycle) and pedestrian traffic upon the completion of the Work unless
othewise shown on the plans.
Add the following section:
206-7.1.1 General. Materials, legend, proportion, size, and fabrication of all signs used for the
direction, warning, and regulation of vehicle (including bicycle) and pedestrian traffic shall conform to
the requirements of “SPECIFICATIONS FOR REFLECTIVE SHEETING SIGNS, October 1993,
Sheets 1 through 5 that accompany “SPECIFICATIONS FOR REFLECTIVE SHEETING SIGNS,
October 1993 of dimensions and details, dated April 1987, and “OPAQUE COLOR CHART”, dated
February 1980, all published by the State of California, Department of Transportation, Division of
Procurement Services, Office of Material Operations, 1900 Royal Oaks Drive, Sacramento, CA
9581 9 and as modified herein. Where the “SPECIFICATION FOR REFLECTIVE SHEETING SIGNS,
October 1993” require the Contractor or supplier to notify the Department of Transportation or to
certify compliance to said SPECIFICATIONS, to provide a quality control program or to allow testing,
approval, observation of manufacturing or assembly operations by the State of California,
Department of Transportation and/or its employees or officials, such rights shall be vested in the
Engineer.
Add the following section: 206-7.1.2 Sign Identification. Modify the “SPECIFICATIONS FOR REFLECTIVE SHEETING SIGNS, October 1993 as follows: Sign identification shall be as per “SPECIFICATIONS FOR REFLECTIVE SHEETING SIGNS, October 1993, except that the notation shall be “PROPERTY OF THE CITY OF CARLSBAD”.
Add the following section: 206-7.1.3 Drawings. Modify the “Specifications For Reflective Sheeting Signs, October 1993” as follows: Standard signs shall be as per the most recently approved “Approved Sign Specification Sheets” of the State of California, Department of Transportation. The date of approval shall be the date most closely preceding the date of manufacture of the sign(s) or the date of the “Notice to Proceed” of this contract, whichever is most recent.
Add the following section: 206-7.1.4 Reflective Sheeting. Modify the “Specifications For Reflective Sheeting Signs, October 1993” as follows: All advisory signs, warning signs and all regulatory signs shall be fabricated with Type Ill encapsulated lens sheeting conforming to the requirements of this specification.
Add the following section:
206-7.1.5 Substrate. Modify the “Specifications For Reflective Sheeting Signs, October 1993 as follows: All permanent traffic signs used for the direction, warning, and regulation of vehicle (including bicycle) and pedestrian traffic shall use aluminum substrate.
Add the following section: 206-7.1.6 Mounting Traffic Signs. Traffic signs shall be installed on 1 0-gage or 1 2-gage cold-rolled steel perforated tubing posts as shown on San Diego Regional Standard drawing M-45 or, when the ‘sign area exceeds the maximum area allowed for on that drawing, on multiple 10-gage or 12-gage cold-rolled steel perforated tubing posts. The number of posts shall be determined by the parameters in SDRS drawing M-45 or as approved by the Engineer. Traffic signs will be provided with back braces and mounting blocks as approved by the Engineer consisting of 10-gage or 12-gage cold-rolled steel perforated tubing when multiple posts are used.
a Revised: 10/08/03 Contract No. 3883-1 Page 80 of 106 Pages
Add the following section:
206-7.1.6 Traffic Sign Posts. Posts shall be constructed of 10-gage or 12-gage cold-rolled steel perforated tubing posts as shown on San Diego Regional Standard drawing M-45.
Add the following section: 206-7.2 Temporary Traffic Signs. Temporary traffic signs shall consist of all signs used for the direction, warning, and regulation of vehicle (including bicycle) and pedestrian traffic during the Contractor’s performance of the Work. Temporary traffic signs include both stationary and portable signs.
Add the following’section: 206-7.2.1 General. Materials, legend, proportion, size, and fabrication of all temporary traffic signs used for the direction, warning, and regulation of vehicle (including bicycle) and pedestrian traffic shall conform to the requirements of “Specifications For Reflective Sheeting Signs, October 1993,
Sheets 1 through 5 that accompany ‘Specifications For Reflective Sheeting Signs, October 1993 of dimensions and details, dated April 1987, and “OPAQUE COLOR CHART”, dated February 1980, all published by the State of California, Department of Transportation, Division of Procurement Services, Office of Material Operations, 1900 Royal Oaks Drive, Sacramento, CA 95819 and as modified herein. Where The “Specification For Reflective Sheeting Signs, October 1993” require the Contractor or supplier to notify the Department of Transportation or to certify compliance to said “Specifications For Reflective Sheeting Signs, October 1993, to provide a quality control program or to allow testing, approval, observation of manufacturing or assembly operations by the State of California, Department of Transportation and/or its employees or officials, such rights shall be vested in the Engineer.
Add the following section:
206-7.2.2 Drawings. Modify the “Specifications For Reflective Sheeting Signs, October 1993” as follows: Standard temporary traffic signs shall be as per the most recently approved “Approved Sign Specification Sheets” of the State of California, Department of Transportation. The date of approval shall be the date most closely preceding the date of manufacture of the sign@) or the date of the “Notice to Proceed” of this contract, whichever is most recent.
Add the following section:
206-7.2.3 Reflective Sheeting. Modify the “Specifications For Reflective Sheeting Signs, October 1993 as follows: All advisory signs, warning signs and all regulatory signs shall be fabricated with Type Ill encapsulated lens sheeting conforming to the requirements of this specification.
Add the following section: 206-7.2.4 Substrate. Modify the “Specifications For Reflective Sheeting Signs, October 1993” as follows: Excepting only construction warning signs used at a single location during daylight hours for not more than five (5) consecutive days, all signs used for the direction, warning, and regulation of vehicle (including bicycle) and pedestrian traffic shall be stationary mounted and shall use aluminum substrate.
Add the following section: 206-7.2.5 Stationary Mounted Temporary Traffic Signs. Stationary mounted temporary traffic signs shall be installed on IO-gage and 12-gage cold-rolled steel perforated tubing posts in the same manner shown on the State of California, Department of Transportation “Standard Plans” 1995 edition standard plans numbers RS1 , RS2, RS3 and RS4 for installation of roadside signs, except as follows: a) Wood posts shall not be used. b) Back braces and blocks for sign panels will not be required. c) The height to the bottom of the sign panel above the edge of traveled way shall be at least 2.1 m (7’). d) Unless otherwise shown on the plans traffic sign posts shall conform in materials tnd installation to SDRS drawing M-45 and shall have one post provided for each 0.48 m (5 *)of sign area, or the signs may be installed on existing lighting standards when approved by the Engineer. e) Sign panels mounted on temporary traffic sign posts shall conform to the requirements specified for aluminum signs in the “Specifications For Reflective Sheeting Signs, October 1993”.
-
@ Revised: 10/08/03 Contract No. 3883-1 Page 81 of 106 Pages
Add the following section: 206-7.2.6 Temporary Traffic Sign Posts. Posts shall be 1 0-gage or 12-gage cold-rolled steel
perforated tubing used for the support and stabilization of stationary mounted temporary signs. Post size and number of posts shall be as shown on the plans, except that when stationary mounted signs are installed and the type of sign installation is not shown on the plans, post size and the number of posts will be determined by the Engineer. Sign panels for stationary mounted signs shall consist of reflective sheeting applied to a sign substrate. Add the following section:
206-7.2.7 Portable Temporary Traffic Signs. Each portable temporary traffic sign shall consist of a base, standard or framework and a sign panel. The units shall be capable of being delivered to the site of use and placed in immediate operation. Sign panels for portable signs shall conform to the requirements of sign panels for stationary mounted signs in the “Specifications For Reflective Sheeting Signs, October 1993, or shall be cotton drill fabric, flexible industrial nylon fabric, or other approved fabric. Fabric signs shall not be used during the hours of darkness. Size, color, and
legend requirements for portable signs shall be as described for stationary mounted sign panels in section 206-7.2 of these Supplemental Provisions. The height to the bottom of the sign panel above the edge of traveled way shall be at least 0.3-m (12”). All parts of the sign standard or framework
shall be finished with 2 applications of an orange enamel which will match the color of the sign panel background. Testing of paint will not be required.
Add the following section:
206-8 LIGHT GAGE STEEL TUBING AND CONNECTORS.
Add the following section:
206-8.1 General. This Section pertains to 1 0-gage and 12-gage cold-rolled steel perforated tubing
used for the support and stabilization of signs. All shapes shall have a galvanized finish and shall be
cold-roll-formed steel conforming to ASTM Designation A-446, Grade A. Galvanizing shall conform to
ASTM A-525, Designation G-90. Galvanizing shall be performed after all forming and punching
operations have been completed. Cold-rolled steel perforated tubing shall be perforated on all four
faces with 11 mm (7/16”) holes on 25 mm (1”) centers.
Add the following section:
206-8.2 Tolerances. Wall thickness tolerance shall not exceed +0.28 mm, -0.13 mm (4.01 l”,
-0.005”). Convexity and concavity measured in the center of the flat side shall not exceed a tolerance
of +0.25 mm (+0.010) applied to the specific size determined at the corner. Straightness tolerance
variation shall not exceed 1.6 mm in 1 m (1116 in 3’). Tolerance for comer radius is 4.0mm (5/32”),
plus or minus 0.40 mm (1/64“). Weld flash on corner-welded square tubing shall permit 3.60 mm
(9/64”) radius gage to be placed in the comer. Using 1 0-gage or 12-gage square tube, consecutive
size tubes shall telescope freely for 3.lm (10’). Tolerance on hole size is plus or minus 0.40 mm
(1/64“) on a size. Tolerance on hole spacing is plus or minus 3.2 mm in 6.1 m (1/8” in 20’).
In addition, for the following specific sizes of light gage steel tubing, dimensional tolerances shall not
exceed those listed in tables 206-8.2 (A) and 206-8.2(B).
TABLE 206-8.2(A)
LIGHT GAGE STEEL TUBING SIZE TOLERANCE
Nominal Outside Dimensions I Outside Tolerance for All Sides at Corners
Revised: 10/08/03 Contract No. 3883-1 Page 82 of 106 Pages
TABLE 206-8.2(B)
Nominal Outside Dimension Squareness(’)
mm (Inches) mm (Inches)
25 x 25 (1 XI) 0.1 5 0.006
32 x 32 (1 34 x 1 44) 0.1 8 0.007
38 x 38 (1 42 x 1 42) 0.20 0.009
44 x44 (1 -“4 x 1 -3/4) 0.25 0.01 0
51 x51 (2 x 2) 0.30 0.01 2
56 x 56 (2-3/16 x 2-3/16) 0.36 0.01 4
57 x 57 (z-’/~ x 2-1/4) 0.36 1.014
64 x 64 (242 x 24) 0.38 0.01 5
51 x76 (2 x 3) 0.46 0.01 8
Twist Permissible in 900 mm 3”
mm(2) (Inches)
1.3 0.050
1.3 0.050
1.3 0.050
1.6 0.062
1.6 0.062
1.6 0.062
1.6 0.062
1.9 0.075
1.9 0.075
b,
Tubing may have its sides failing to be 90 degrees to each other by the tolerance listed.
(2) Twist is measured by holding down the edge of one end of a square tube on a surface plate
with the bottom side of the tube parallel to the surface plate, and noting the height that either
corner on the opposite end of the bottom side is above the surface plate.
Add the following section:
206-8.3 Fasteners. Fasteners used to assemble cold-rolled steel
“pull-through’’ electrogalvanized rivets with 9.5 mm (3/8“) diameter
head, and a grip range of from 5 mm (0.200) to 0.90 mm (0.356“).
ASTM 8-633, Type Ill
Add the following section:
206-9 PORTABLE CHANGEABLE MESSAGE SIGN
perforated tubing shall be steel
shank, 22 mm (7/8”) diameter
The fasteners shall conform to
Add the following section:
206-9.1 General. Each portable changeable message sign (PCMS) unit shall consist of a
controller unit, a power supply, and a structural support system all mounted on a trailer. The PCMS
unit shall be assembled to form a complete self-contained portable changeable message sign which
can be delivered to the site of the work and placed in immediate operation. The complete PCMS unit
shall be capable of operating in an ambient air temperature range of -20QC (-4QF) to +70QC (158*F)
and shall not be affected by unauthorized mobile radio transmissions.
The trailer shall be equipped so that it can be leveled and plumbed. Full operation height shall be with the bottom of the sign at least 2.1 m (7’) above the ground and the top no more than 4.4 m
(14.5’) above the ground. After initial placement, PCMS shall be moved from location to location as
directed by the Engineer
Add the following section:
206-9.3 Operation and Maintenance. PCMS shall be furnished, placed, operated, and maintained at locations shown on the plans, specified herein, or designated by the Engineer. The PCMS will be
diligently maintained and repaired by the Contractor throughout the project in accordance with the
manufacturer’s recommendations. When ownership is transferred to the City (at the end of the job),
it must be demonstrated to be in good working condition, and meet the provisions of these
specifications, including current registration.
-
Add the following section:
206-9.4 Measurement and Payment. PCMS shall be included in the lump sum price for traffic
control and includes furnishing all labor, materials, tools, equipment and incidentals, and for doing all
the work involved in furnishing, placing, operating, maintaining, repairing, replacing, transporting from
location to location, and delivery of the signs to the City at the completion of the construction, in good
working order, and as directed by the Engineer, and no other compensation will be made. a Revised: 10/08/03 Contract No. 3883-1 Page 83 of 106 Pages
SECTION 209 - SIGNALS, LIGHTING AND ELECTRICAL SYSTEMS
Temporary Railing type (K)
209-1 GENERAL
209-1.01 Description. Signals, lighting and electrical systems work shall consist of furnishing and installing, modifying or removing one or more traffic signals, traffic signal master controller assemblies and interconnection facilities, flashing beacon systems, lighting systems, sign illumination systems, traffic monitoring stations, communication systems, electrical equipment in structures, falsework lighting, provisions for future systems, or combinations thereof, all as shown on the plans, and as specified in these special provisions.
The locations of signals, beacons, standards, lighting fixtures, signs, controls, services and appurtenances shown on the plans are approximate and the exact locations will be established by the Engineer in the field. All systems shall be complete and in operating condition at the time of acceptance of the contract.
Preparation
Abrasive Blast Cleaning to a None Two coats white Acrylic Roughened, Textured Appearance Emulsion Paint ('I
SECTION 210 - PAINT AND PROTECTIVE COATINGS
210-1 PAINT.
21 0-1.5 Paint Systems. Add the following to Table 21 0-1 S(A)
TABLE 210-1.5 (A)
Surface to be Painted I Pre-Treatment / Surface I Primer I Finish Coats
210-1.6 Paint for Traffic Striping, Pavement Marking, and Curb Marking. Modify as follows: Paint for traffic lane lines, turn pocket lines, edge lines, channelizing lines, bike lane lines, chevrons, and curbs shall be rapid dry water borne conforming to CALTRANS Specification No. 8010-91D-30. Paint for pavement legends, pavement symbols, pavement arrows, cross walks, parking stall markings and stop bars shall be alkyd thermoplastic conforming to CALTRANS Specification No. 801 0-21 C-19. Glass beads shall be applied to the surface of the rapid dry water borne paint and the molten thermoplastic material and shall conform to the requirements of CALTRANS Specification No. 801 0-21 C-22 (Type 11). CALTRANS Specifications for water borne paint, thermoplastic material and glass beads may be obtained from the CALTRANS Transportation Laboratory, P.O. Box 19128, Sacramento, CA 9581 9, telephone number (91 6) 227-7000.
Add the following section. 21 0-1.8 Preformed Thermoplastic Pavement Markings. Preformed Thermoplastic Pavement Markings shall be Premark brand manufactured by Flint Trading Company 1 15 Todd Court, Thomasville, NC 27360, Premark 20/20 Flex brand manufactured by Flint Trading Company 11 5 Todd Court, Thomasville, NC 27360, Pavemark brand manufactured by Stimsonite Corporation, 6565 West Howard Street, Niles, IL 6071 4 or approved equal.
SECTION 212 - LANDSCAPE AND IRRIGATION MATERIALS
212-1.4.5 Sod. Modify as follows: Delete references to stolons and hybrid bent grass. Turf grass sod shall be fresh, clean living sections of Bermuda grass.
Add the following section:
21 3-3 EROSION CONTROL SPECIALTIES.
Add the following section:
213-3 Gravel bags. Gravel bags for the use of temporary erosion control shall be burlap type, filled with no less than 23kg (50 Ibs) of 19 mm (3/411) crushed rock and securely tied closed. Plastic bags are not acceptable.
Revised: 10/08/03 Contract No. 3883-1 Page 84 of 106 Pages
SECTION 214 PAVEMENT MARKERS
Type
Stimsonite Chip Seanemporary Overlay Marker (Models 300 and 301) TFPM
214-5 REFLECTlVE PAVEMENT MARKERS
Manufacturer of Distributor
John C. Henberger Co., Traffic Safety and Control, San Diego, California, Telephone (619) 292-5772
DAPCO Davidson Plastics Company, 18726 East Valley Highway, Kent, Washington 98032, Telephone (206) 251 -81 40.
Add the following section: 21 4-5.1 Temporary Reflective Pavement Markers. Temporary pavement markers shown on the plans and required in the specifications shall be one of the types shown in Table 214-5.1(A), or equal thereto.
Add the following section: 21 4-5.2 Permanent Reflective Channelizer. Reflective Channelizer shall be new surface-mounted type and shall be furnished, placed, and maintained at the locations shown on the plans. Reflective channelizer posts shall be orange in color. Reflective channelizers shall have affixed white reflective sheeting as specified in the special provisions. The reflective sheeting shall be 75 mm x 300 mm in size. The reflective sheeting shall be visible at 300 m at night under illumination of legal high beam headlights, by persons with vision of or corrected to 20/20. Reflective channelizer shall be one of the
types shown in Table 21 4-5.2(A), or equal thereto.
Type
Safe-Hit SH236MA
Carsonite "Super Duck" SDF-436
Repo "The Replaceable Post"
TABLE 214-5.2(A) 3EFLECTIVE CHANNELIZER
Manufacturer of Distributor
Safe-Hit Corporation 1930 West Winton Avenue, Building #11
Havward, CA 94545 Teiephone (41 5) 783-6550 Carsonite International CorDoration 2900LockheedWay Carson City, NV 89701 Telephone-(702) 883-51 04
Western Hiahwav Products P.O. Box 7" Stanton, CA 90680 Telephone (800) 422-4420
The Contractor shall provide the Engineer with a Certificate of Compliance in accordance with the
provisions of Section 2-5.3.3 "Submittals". Said certificate shall certify that the permanent reflective
channelizers comply with the plans and specifications and conform to the prequalified design and
material requirements approved by the engineer and were manufactured in accordance with the
approved quality control program.
a Revised: 10/08/03 Contract No. 3883-1 Page 85 of 106 Pages
SUPPLEMENTAL PROVISIONS
TO
STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION
PART 3, CONSTRUCTION METHODS
. SECTION 300 - EARTHWORK
300-1 CLEARING AND GRUBBING.
300-1.1 General. add the following to the third paragraph: During surface clearing operations,
the Contractor shall not cover or bury any plant growth or other objectionable materials. If the
Contractor cannot successfully separate the plant growth from the surface soil and advertently or
inadvertently mixes organic or other objectionable materials with the soil, the soil so contaminated
shall be removed from the site by the Contractor. All costs, if any, associated with removing the soil
mixed with organic or other objectionable materials and importing soil to replace said contaminated
soil shall be borne by the Contractor and no additional payment therefor shall be made to the
Contractor.
300-1.3 Removal and Disposal of Materials. add the following: Also included in clearing and grubbing shall be removal and either salvage or disposal of existing fences, asphalt concrete and aggregate base, concrete curb and gutter, concrete sidewalk, concrete driveway, concrete cross gutter, existing gates, traffic signs, trees and other existing features which interfere with the work.
Whether or not such items are shown on the plans they shall be removed as a part of clearing and
grubbing. Existing underground pipes and conduits that are shown on the plans and designated to
be removed shall be removed by the Contractor as a part of clearing and grubbing. Items to be removed and salvaged shall be stored until the improvements are complete and the Engineer
approved the replacement of the items. Removal of utility poles and pedestals shall be paid as a separate bid item.
300-1.3.2 Requirements. add the following:
Edge of existing A.C. Pavement shall be sawcut and removed to straight lines as shown on the plans. Sawcut existing A.C. pavement shall be considered as included in the contract unit price bid per linear foot for Sawcut Existing Pavement and no additional compensation will be allowed therefore.
Payment for traffic control necessary for sawcutting and removals shall be included in the contract
lump sum bid for traffic control. Payment for the removal of portions of A.C. pavement sawcut will be
made at the lump sum bid for Clearing and Grubbing.
Contractor shall not perform any removals of bituminous pavement without giving at least 48 hours notice to the Engineer.
300-1.4 Payment. modify as follows: Payment for clearing and grubbing shall be made at the contract lump sum price for clearing and grubbing within the project limits and at stockpile locations and no other payments will be made. Unless otherwise noted on plans, the Contractor shall remove
all existing abandoned pipelines and conduits of any type, or use, and pipelines and conduits of any type, or use, that are abandoned during the course of the work and shall replace said pipelines and
conduits with properly compacted soils. Payment for removal and disposal of abandoned utilities shall be included in the lump-sum bid for Clearing and Grubbing, and no additional payment will be
made.
Revised: 10/08/03 Contract No. 3883-1 Page 86 of 106 Pages
300-2 UNCLASSIFIED EXCAVATION.
300-2.1 General. add the following: Unclassified excavation shall include removal and stockpile of
suitable material, recompaction, mixing, grading, trenching and backfilling of storm drains, sewers,
other utilities, disposal of unsuitable materials not included in the bid item for clearing and grubbing, all cut and fill including removal and recompaction of unsuitable soil, salvaging clean excavated
material and filling areas to the required grades and cross section. Unclassified excavation shall be
utilized onsite to make all fills shown on the plans. Unclassified excavation shall also include
scarification and moisture adjustment and compaction of the top 300 mm (1') of the subgrade in the
roadway prism in cut areas to 95 percent relative compaction, export of remaining excess material to
a disposal site or spoil area acquired by the Contractor and pumping and disposal of storm and
ground water.
300-2.2.1 General. add the following: Alluvial and colluvial removal and recompaction shall
consist of excavating, blending and recompacting loose soils in areas that are designated to receive
fills. The existing loose soils shall be removed by the Contractor until a firm unyielding surface is
exposed or to a depth determined by the Engineer. If the excavated material contains 4%, or more,
water than the optimum moisture content the Contractor shall blend the wet soil with soils having a
lower moisture content and/or spread the excavated material in a manner that enables the material to
dry to optimum moisture content. The cost of spreading and/or drying shall be included in the
contract unit price for removal and recompaction. The excavated material shall be placed and
compacted in accordance with section 300-4 of the specifications except that section 300-4.9,
Measurement and Payment, shall not apply.
300-2.2.1 General. add the following to the first paragraph: Such direction may include, but is not limited to, directing the Contractor to blend, adjust moisture content of, rework, and place unsuitable soils at specific locations or elevations on the site.
Add the following section:
300-2.2.3 Compressible Soil. Compressible soils such as existing uncontrolled or unacceptable
fill, alluvium, and colluvium may exist within portions of the Project site. Where required by the
Engineer, the Contractor shall remove such compressible soils from areas to receive fill or from
areas upon which surface improvements are to be placed. The removal and disposal of such
compressible soils shall be paid for at the Contract Unit Price for unclassified excavation unless it is
considered otherwise unsuitable by the Engineer in which case it may be paid for in accordance with
section 300-2.2.1.
300-2.5 Slopes. add the following:
located within 75 mm (0.25') of the locations shown on the plans. The hinge points (the top and bottom) of slopes shall be
300-2.5 Slopes. add the following: after the first sentence of the first paragraph: defined as any area steeper than three horizontal to one vertical. A slope shall be
300-2.6 Surplus Material. add the following: The Contractor shall haul and dispose of all surplus
material from the project. The Contractor shall utilize highway legal haul trucks for this export of
material from the project site and to a site secured by the Contractor. No earth moving equipment or
special construction equipment, as defined in section 565 of the California Vehicle Code, will be
allowed for hauling material on public streets.
a Revised: 10/08/03 Contract No. 3883-1 Page 87 of 106 Pages
300-2.9 Payment. substitute the following: Payment for all unclassified excavation will be made
at the Contract Lump Sum price bid for clearing and grubbing and shall include compensation for
excavation, sloping, rounding tops and ends of excavation, matching existing graded slopes, loading,
exporting and disposing of surplus material and unsuitable material shown on the plans or specified
herein to be removed, stockpiling, hauling to designated sites, placing and compacting, mixing,
grading of mitigation site, salvaging clean and suitable material and filling areas to the required
grades and cross sections. Unclassified fill, slope rounding, all work incidental to Section 300-4.8
and construction of transitions will be paid for as a part of clearing and grubbing, and no additional
payment will be made therefor.
.
When required by the plans or specifications or where directed by the Engineer, the excavation and
stockpiling of selected material will be paid for at the Contract Lump Sum price for clearing and
grubbing. Removing such selected material from the stockpile and placing it in its final position will
also be paid for at the Contract Lump Sump Price for clearing and grubbing and no additional
compensation will be allowed therefor.
Add the following section:
300-2.1 0 Grading Tolerance. The Contractor shall finish excavated areas other than slopes and
subgrade below structures, within the roadway and sidewalk areas within 30 mm (0.1’) of the grades
shown on the plans. Subgrade tolerances shall conform to the requirements of section 301-1.4
SSPWC.
300-4 UNCLASSIFIED FILL
300-4.2 Preparation of Fill Areas. add the following: Except as provided in section 300-4.7,
“Compaction”, areas proposed for improvements all fill (including backfill and scarified ground
surfaces) shall be compacted by the Contractor to no less than 90 percent of maximum dry density
as determined in accordance with ASTM Test Procedure D1557-91.
300-4.6 Application of Water. add the following: The Contractor shall place all fill soil at a
moisture content no less than one (1) percent below optimum moisture as determined by ASTM test
D-1557.
300-4.7 Compaction. add the following: The Contractor shall compact all fill soils placed within the
top 1 m (3’) of roadway subgrade to a minimum of 95 percent relative compaction. On all areas to
receive planting, the top 150 mm (6) shall be compacted to 85%, +2% -5%, to allow for plant growth.
300-4.9 Measurement and Payment. delete and substitute the following: Unclassified fill,
grading, shaping, compacting or consolidating, slope rounding, construction of transitions and all
work included in and incidental to Section 300-4, “Unclassified Fill” will be paid for as a part of
unclassified excavation, and no additional payment will be made therefor.
300-12 STORM WATER POLLUTION PREVENTION PLAN
Add the following section: 300-12.1 Storm Water Pollution Prevention Plan. As part of the storm water pollution prevention work, the Contractor shall prepare and submit Storm Water Pollution Prevention Plan, hereafter
referred to as the “SWPPP,“. The SWPPP shall conform to the requirements of the Standard
Specifications, the requirements in the California Storm Water Best Management Handbook (Handbook), the requirements of the Permit, the requirements in the plans and these special provisions.
-
Revised: 10/08/03 Contract No. 3883-1 Page 88 of 106 Pages
300-1 2.1.1 SWPPP Document Within 15 calendar days after the execution of the contract, the Contractor shall submit 3 copies of the SWPPP to the Engineer, in accordance with Section 2-5.3.3 of these Special Provisions. Contractor will be provided the digital format for SWPPP to complete required sections. The
SWPPP is attached as Appendix A. If revisions are required, as determined by the Engineer, the
Contractor shall revise and resubmit the SWPPP within 15 days of receipt of the Engineer’s comments and shall allow 5 days for the Engineer to review the revisions. Upon the Engineer’s
acceptance of the SWPPP, 3 additional copies of the SWPPP, incorporating the required changes,
shall be submitted to the Engineer. In order to allow construction activities to proceed, the Engineer may conditionally approve the SW PPP while minor revisions are being completed.
The objectives of the SWPPP shall be to identify pollution sources that may adversely affect the quality of storm water discharges associated with the project and to identify, construct, implement and maintain storm water pollution prevention measures, hereafter referred to as control measures, to reduce to the extent feasible pollutants in storm water discharges from the construction site both
during and after construction is completed under this contract.
The SW PPP shall incorporate control measures in the following categories: 1. Soil stabilization practices; 2. Sediment control practices;
3. Wind erosion control practices; and
4. Non-storm water management and waste management and disposal control practices.
Specific objectives and minimum requirements for each category of control measures are contained in the Handbook.
The Contractor shall designate a Water Pollution Control Manager who will have the responsibilities outlined in the SWPPP.
The SWPPP shall include, but not be limited to, the following items as described in the SWPPP:
1.
2.
3.
4.
5.
6.
7.
8.
9.
Source Identification;
Erosion and Sediment Controls;
Non-Storm Water Management;
Waste Management and Disposal;
Maintenance, Inspection and Repair;
Training;
List of Contractors and Subcontractors;
Post-Construction Storm Water Management;
Preparer;
10. Copy of the local permit;
11. BMP Consideration Checklist;
12. SWPPP Checklist;
13. Schedule of Values; and
14. Storm Water Pollution Prevention Drawings.
The Contractor shall amend the SWPPP, graphically and in narrative form, whenever there is a
change in construction activities or operations which may affect the discharge of significant quantities
of pollutants to surface waters, ground waters, municipal storm drain systems, or when deemed
necessary by the Engineer. The SWPPP shall also be amended if it is in violation of any condition of
the Permit, or has not effectively achieved the objective of reducing pollutants in storm water
discharges. Amendments shall show additional control measures or revised operations, including
those in areas not shown in the initially accepted SWPPP, which are required on the project to
control water pollution effectively. Amendments to the SWPPP shall be submitted for review and acceptance by the Engineer in the same manner specified for the initially accepted SWPPP.
Accepted amendments shall be dated and logged in the SWPPP. Upon acceptance of the amendment, the Contractor shall implement the additional control measures or revised operations.
-
Revised: 10/08/03 Contract No. 3883-1 Page 89 of 106 Pages
The Contractor shall keep a copy of the accepted SWPPP and accepted amendments at the project
site. The SWPPP shall be made available upon request of a representative of the Regional Water
Quality Control Board, State Water Resources Control Board, U.S. Environmental Protection Agency
or local storm water management agency. Requests by the public shall be directed to the Engineer.
By June 15 of each year, the Contractor shall submit an annual certification to the Engineer stating
compliance with the requirements governing the Permit. If the project is in non-compliance at any
time, the Contractor shall make a written report to the Engineer within 15 days of identification of
non-compliance.
Add the following section:
300-12-1.2 Availability of SWPPP template. A site-specific draft document intended for use as a
template for the required SWPPP document will be made available for use at the Contractor's option,
at no cost to the Contractor. The document is available for review in Appendix B. The Contractor
shall review the template and modify it as necessary to reflect the Contractor's operations.
Add the following section:
300-12.1.3 Payment. Preparation, implementation and management of SW PPP shall be
considered incidental to the items of work and no additional payment will be made therefore.
Add the following section:
300-12.1.4 SWPPP Implementation. Upon acceptance of the SWPPP, the Contractor shall be
responsible throughout the duration of the project for installing, constructing, inspecting and
maintaining the control measures included in the SWPPP and any amendments thereto and for
removing and disposing of temporary control measures. Unless otherwise directed by the Engineer
or specified in these special provisions, the Contractor's responsibility for SW PPP implementation
shall continue throughout any temporary suspension of work ordered in accordance with Section 6-3,
"Suspension of Work," of the Standard Specifications. Requirements for installation, construction,
inspection, maintenance, removal and disposal of control measures are specified in the Handbook
and these special provisions.
Soil stabilization practices and sediment control measures, including minimum requirements, shall be
provided throughout the winter season, defined as between November 16 and April 14. It is
anticipated that the contract work will be conducted during the dry season. Should contract work
occur in the winter season, amendment to the SWPPP is required and erosion control measures will
be paid per Section 3-3 of the SSPWC.
Implementation of soil stabilization practices and sediment control measures for soil-disturbed areas
of the project site shall be completed, except as provided for below, no later than 20 days prior to the
beginning of the winter season or upon start of applicable construction activities for projects which
begin either during or within 20 days of the winter season.
The Contractor shall implement, year-round and throughout the duration of the project, control
measures included in the SW PPP for sediment tracking, wind erosion, non-storm water management
and waste management and disposal.
The Engineer may order the suspension of construction operations, at the Contractor's cost, which
create water pollution if the Contractor fails to conform to the requirements of this section as determined by the Engineer.
-
Add the following section:
300-12.1.5 To ensure the proper implementation and functioning of control measures, the Contractor shall regularly inspect and maintain the construction site for the control
measures identified in the SWPPP. The Contractor shall identify corrective actions and time frames
to address any damaged measures or reinitiate any measures that have been discontinued.
Maintenance.
Revised: 10/08/03 Contract No. 3883-1 Page 90 of 106 Pages
The construction site inspection checklist provided in the Handbook shall be used to ensure that the
necessary measures are being properly implemented, and to ensure that the control measures are
functioning adequately. The Contractor shall submit one copy of each site inspection record to the
Engineer, within two days of the inspection.
During the winter season, inspections of the construction site shall be conducted by the Contractor to
identify deficient measures, as follows:
1. When the fiveday rain probability forecast exceeds fohy percent (40%).
2. After any precipitation which causes runoff capable of carrying sediment from the construction
site;
3. At 24 hour intervals during extended precipitation events; and
4. Routinely, at a minimum of once every 2 weeks.
If the Contractor or the Engineer identifies a deficiency in the deployment or functioning of an
identified control measure, the deficiency shall be corrected by the Contractor immediately, or by a
later date and time if requested by the Contractor and accepted by the Engineer in writing, but not
later than the onset of subsequent precipitation events. The correction of deficiencies shall be at no
additional cost to the City.
SECTION 301 - TREATED SOIL, SUBGRADE PREPARATION AND
PLACEMENT OF BASE MATERIALS
301-1 SUBGRADE PREPARATION.
301-1.2 Preparation of Subgrade. Modify the second and third paragraphs as follows: Change
each instance reading “1 50mm (6 inches)” to “300 mm (1 2”)”.
301-1.3 Relative Compaction. Delete the first paragraph and substitute the following:
The Contractor shall compact the upper 300 mm (12”) of subgrade beneath areas to be paved, have
base or subbase material placed on them, or curb, gutter, curb and gutter, alley pavement, driveway
or sidewalk constructed over them to no less than 95 percent maximum dry density as determined by
ASTM test D-1557-91.
301-1.7 Payment. Modify the first paragraph as follows: Payment for subgrade preparation shall
be included in the contract bid price for which the subgrade is prepared and shall include all labor,
materials; including water, operations and equipment to scarify, adjust moisture, compact or
recompact the subgrade, both in cut areas and in fill areas, and no further compensation will be
allowed.
SECTION 302 - ROADWAY SURFACING
302-4.4 Add the following: The Contractor shall schedule the work so as to prevent damage by all traffic, including but not limited to, mail delivery.
The Contractor shall not schedule work so as to conflict with trash pickup. The trash hauling
schedule can be obtained by calling Coast Waste Management at (760) 929-9417. At least two
weeks prior to work, Contractor shall send, by first class mail, notification letters in English .and
Spanish to all property addresses on which work shall occur. Obtaining the appropriate addresses
shall be the contractor’s responsibility. Letters shall be as shown in bold type as follows, with the
appropriate information specific to the work inserted at the locations indicated in the brackets and
italicized. Example letters are provided in Appendix “A”.
Public Convenience and Traffic Control.
During construction, the Contractors schedule shall be designed to provide residents and business
owners sufficient paved parking within an 800 foot distance from their homes or businesses.
a Revised: 10/08/03 Contract No. 3883-1 Page 91 of 106 Pages
Seventy two hours prior to the start of any construction in the public right-of-way that affects vehicular traffic and/or parking or pedestrian routes, the Contractor shall give written notification of the impending disruption. For a full street closure, all residences andor businesses on the affected street or alley shall be notified. For partial street closures, or curb, sidewalk and driveway repairs, the residences and/or businesses directly affected by the work shall be notified.
The Contractor shall deliver the notification which shall state the date and time the work will begin and its anticipated duration. The notification shall list two telephone numbers that may be called to obtain additional information. One number shall be the Contractor's permanent office or field office and the other number shall be a 24 hour number answered by a representative of the Contractor who is knowledgeable about the project. At least one of the phone numbers shall be in the (760) area code. An answering machine may be connected to either number and checked daily and inquiries responded to within 24 hours. The notification shall also give a brief description of the work and simple instructions to the home or business owner on what they need to do to facilitate the construction. The Contractor shalt submit the contents of the notification to the Engineer, including the translation to Spanish, for approval. The Contractor shall submit three (3) copies of the notification, in accordance with Section 2-5.3.3 of the Special Provisions. Notices shall not be distributed until approved by the Engineer.
For residences, the notification shall be pre-cut in a manner that enables it to be affixed to a doorknob without adhesives. It shall be a minimum size of 3-112 inches by 8-112 inches and shall be brightly colored with contrasting printing. The material shall be equivalent in strength and durability to
65 Ib. card stock. The printing on the notice shall be no smaller than 12 point. The precut notices shall be as shown in the following example, with the day of the week circled and appropriate information specific to the work inserted at the locations indicated in the italicized font.
The preparation, materials, printing and distribution of the notifications shall be included in the contract price bid for traffic control and the Contractor will not be entitled to any additional compensation for printing and distributing these notices.
302-5 ASPHALT CONCRETE PAVEMENT.
302-5.1 General. add the following: The Contractor shall treat all vegetation within the limits of the paved area to receive asphalt concrete paving with a post emergent herbicide. Herbicide shall be applied at least 2 (two) working days prior to paving the area. Allowance for the two day period shall be shown in the schedule required per section 6-1.
302-5.4 Tack Coat. add the following: The Contractor shall place a tack coat between the successive interfaces of existing pavement and new pavement when, in the opinion of the engineer, the Contractor has failed to maintain or prepare each existing or previously laid course of asphalt receiving the subsequent course of asphalt in a sufficiently clean state and the asphalt receiving the new pavement course is dirty enough to impair bonding between the next lift of asphalt.
302-5.5 Distribution and Spreading. modify as follows: After second sentence of sixth paragraph, add: The Contractor shall provide the spreading and finishing machine used to construct the asphalt concrete surface course with an automatic screed control for surface course paving. The automatic screed control shall be 9 m (30') minimum length. The paving machine shall be operated by an operator and two full-time screed men during all paving. The surface course shall be 50 mm (2") thick. Leveling courses will be required in a variable thickness pavement section.
302-5.6.1 General. modify as follows: Second paragraph, Part (2), add: Pinched joint rolling procedures shall be required, and vibratory rollers shall be limited to breakdown, unless otherwise directed by the Engineer. modify as follows: After last paragraph, add: Unless directed otherwise by the Engineer, the initial breakdown rolling shall be followed by a pneumatic-tired roller as described in this section.
302-5.9 Measurement and Payment. add the following: Payment for asphalt concrete shall be at the unit price bid per ton. No additional payment shall be made for any tack coat.
a Revised: 10/08/03 Contract No. 3883-1 Page 92 of 106 Pages
SECTION 303 CONCRETE AND MASONRY CONSTRUCTION
303-1 CONCRETE STRUCTURES
303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS,
ACCESS RAMPS, AND DRIVEWAYS.
303-5.1.3 Driveway Entrances. add the following:
Construct PCC Driveway (G-14, Type A) shall consist of constructing new PCC driveway per San
Diego Area Regional Drawing G-14, Type A and as shown on the plans. Widths and centerline
' locations are as shown on the plans. Construct PCC driveway (private) shall consist of constructing a
5-1/2" thick PCC driveway apron in order to allow for a smooth transition to match existing driveways.
Limits of aprons and typical section are as shown on the plans.
Full compensation for conforming to the above requirements for Construct PCC driveway (private)
and Construct PCC Driveway (G-14, Type A) shall include, but not be limited to, unclassified
excavation and fill, removal of existing PCC driveway, Class 560 -C3250 PCC Concrete, as well as
furnishing all labor, tools, materials and equipment necessary for doing the work and shall be
included in the contract unit price bid per square foot and no additional compensation will be allowed
therefore.
303-5.1.4 Access Ramp (Pedestrian Ramp)
Construct Pedestrian Ramp shall include constructing ramps per appropriate San Diego Area
Regional Drawings and details as shown on the plans.
Construct Pedestrian Ramp shall include, but not be limited to, unclassified excavation and fill,
sawcutting and removal of existing PCC sidewalk, reinforcing steel, anchor adhesive, Class 560 4-
3250 PCC Concrete, as well as furnishing all labor, tools, materials and equipment necessary for
doing the work and shall be considered as included in the contract unit price bid per Square Foot and
no additional compensation will be allowed therefor.
303-5.1.5 Construct PCC Cross Gutter
Construct PCC Cross Gutter shall consist of removing existing PCC cross gutter and replacing per
appropriate San Diego Area Regional Drawings (high early strength concrete) modified by City of
Carlsbad standards to construct 7-112" thickness and smooth trowel flow line and as shown on the
plans. Construct PCC Cross Gutter shall include: Full compensation for conforming to the
requirements of Construct PCC Cross Gutter shall include, but not be limited to, sawcutting and
removing existing cross gutter, unclassified excavation, Class 560 4-3250 PCC Concrete, and shall
be considered as included in the contract unit price bid per Square Foot and no additional
compensation will be allowed therefore. Work shall be completed on Saturday when traffic volumes
low work associated with this item shall not be required to pay overtime or weekend inspection fees.
Concrete shall be high early strength and attain a compressive strength of 2000 psi at 6 hours. Work shall be completed in one day.
@ Revised: 10/08/03 Contract No. 3883-1 Page 93 of 106 Pages
303-5.5.2 Curb. add the following: The Contractor shall stamp the curb face with 75 mm (3") high
block letters directly above the point that it is crossed by underground facilities with the marking
specified in Table 303-5.5.2@)
Type of underground facilities
Water Service Lateral
Sewer Service Lateral
Irrigation Water Lateral or Sleeve
Marking
W
S
RW
303-5.9 Measurement and Payment. add the following: Curb and gutter, and curb, shall be
considered as continuing across driveways and access ramps when constructed adjacent thereto.
Neither curb and gutter nor curb will be paid for across the length of local depressions, except that
which occurs in gutter transitions at each side of an inlet.
SECTION 304 - METAL FABRICATION AND CONSTRUCTION
304-3 CHAIN LINK FENCE.
304-3.2 Fence Construction. add the following: Chain-link fences within right-of-way as noted on
the plans shall be removed, salvaged and replaced within the adjacent private property line. If fence
cannot be salvaged, fence shall match height of existing chain link fence located at each property
affected. Chain-link fence and the fence shall conform to SDRS drawings M-6 and M-20.
304-3.3 Installation of Gates. add the following:
necessary to permit proper operation of gate.
Gates shall be relocated and fence removed as
SECTION 305 - TIMBER STRUCTURES
305-2.1 General. Delete the sentence and add the following: Wood fence shall match existing
materials, design, height and color of the existing wood fence located at each property affected as
noted on the plans. Contractor shall prepare and submit a detail for the wood fence for each of the
properties affected prior to demolition and removal of the fence.
SECTION 306 - UNDERGROUND CONDUIT CONSTRUCTION
306-1 OPEN TRENCH OPERATIONS
Add the following section:
306-1.1.7 Steel Plate Bridging - With a Non-Skid Surface. This section covers the use of steel plate bridging. The Contractor shall not employ the use or use steel plate bridging or trench plate
that does not meet the requirements of this section both in application and circumstance of use.
Add the following section: 306-1.1.7.1 Requirements for Use. Alternate construction methods that avoid the use of steel plate bridging shall be used by the Contractor unless othetwise approved by the Engineer.
It is recognized that to accommodate excavation work, steel plate bridging may be necessary. All conditions for use of steel plate bridging set forth in the following requirements must be fulfilled as conditions of approval of the use of steel plate bridging. Consideration of steel plate bridging in the review process will take into account the following factors:
1. Traffic volume and composition. 2. Duration of use of the steel plate bridging.
3. size of the proposed excavation.
3. Weather conditions.
Revised: 10/08/03 Contract No. 3883-1 Page 94 of 106 Pages
The following formula shall be used to score the permitted use of steel plate bridging:
PS E [ ADT + EWL + DAYS + io X WEEKEND + 5 X NIGHTS + 20 X WEATHER + SPEED lkmh) + SLOPE X 1001 X LANES
PS = [ ADT + EWL + DAYS + 10 X WEEKEND + 5 X NIGHTS + 20 X WEATHER + SPEED lrnDh) + SLOPE X 1001 X LANES
lo00 8
1000 5
where: PS ADT EWL DAYS
WEEKEND
NIGHTS
WEATHER
SPEED
SLOPE
LANES
plate score. average daily traffic as defined in the CALTRANS Traffic Manual. equivalent wheel loads as defined in the CALTRANS Traffic Manual. total number of 24 hour periods during which the plates will be utilized at the site being considered. total number of Saturdays, Sundays and holidays that the plates will be utilized at the site being considered. total number of overnight periods that the plates will be in place, exclusive of Saturday, Sunday and holiday nights. total number of 24-hour periods that the plates will be utilized at the site being considered when the possibillty of rain exceeds 40 percent. the design speed in kilometers per hour or miles per hour, as applicable in the formulae above, of the street where the plates are to be installed. This number shall not be reduced for construction zone speed reductions.
the quotient of the vertical differential divided by the horizontal distance. The vertical and horizontal dimensions shall be measured at the locations spanning a distance of 15 m (50) up and downstream of the position of the proposed steel plate bridging. the number of lanes where plates will be used.
When the computed value of the plate score exceeds 50, steel plate bridging shall not be used
unless, and at the sole discretion of the Engineer, the Engineer determines that no alternative method of construction is possible in lieu of using steel plate bridging or that other overriding
considerations make the use of steel plate bridging acceptable. Alternatives considered to bridging
shall include, but not be limited to, detouring traffic, construction detour routes, tunneling, boring and other methods of trenchless construction. Unless specifically noted in the provisions of the
Engineer's approval, the use of steel plate bridging at each location so approved shall not exceed four (4) consecutive working days in any given week.
Add the following section: 306-1.1.7.2 Additional Requirements. In all cases when the depth of the trench exceeds the width of the steel plate bridging resting on each side of the pavement adjacent to the trench, safety
regulations require or the Engineer determines that shoring is necessary to protect the health qr
safety of workers or the public the Contractor shall install shoring conforming to Section 7-10.4.1 of the Standard Specifications. The trench shoring shall be designed and installed to support the steel plate bridging and traffic loads. All approvals for design, substitution of materials or methods shall be
submitted by the Contractor in accordance with all provisions of section 2-5.3 Shop Drawings and Submittals. The Contractor shall backfill and resurface excavations in accordance with section 306-1.5.
Add the following section:
306-1.1.7.3 Installation. When backfilling operations of an excavation in the traveled way,
whether transverse or longitudinal cannot be properly completed within a work day, steel plate bridging with a non-skid surface and shoring may be required to preserve unobstructed traffic flow.
In such cases, the following conditions shall apply:
a) Steel plate bridging when the plate score exceeds 50 is not allowed except when, at the
b) Steel plates used for bridging must extend a minimum of 610 mm (2') beyond the edges of
c) Steel plate bridging shall be installed to operate with minimum noise.
sole discretion of the Engineer, it is approved as specified hereinbefore.
the trench.
When the use of steel plate bridging and shoring is approved by the Engineer, the Contractor shall install using either Method (1) or (2) depending on the design speed of the portion of street where the
steel plate bridging is proposed for use.
@ Revised: 10/08/03 Contract No. 3883-1 Page 95 of 106 Pages
Method 1 [For speeds more than 70 Kdhr (45 MPH)]: The pavement shall be cold planed to a
depth equal to the thickness of the plate and to a width and length.equal to the dimensions of the
plate. The cold milling shall produce a flat surface that the plate shall rest on with no horizontal or vertical movement. Horizontal gaps between the unmilled pavement and the plate shall not exceed 25 mm (1”) and shall be filled with elastomeric sealant material which may, at the contractor’s option, be mixed with no more that 50%, by volume, of Type I aggregate conforming to the requirements of
tables 203-5.2(B) and 203-5.3(A) .
Method 2 [For speeds 70 Km/hr (45 MPH) or less]: Approach plate(s) and ending plate (if longitudinal
placement) shall be attached to the roadway and shall be secured against displacement by using two
adjustable cleats that are no less than 50 mm (2”) shorter than the width of the trench bolted to the underside of each plate and located within 150 mm (6) of the beginning and end of the trench for
plates at the beginning and end of the trench, a minimum of two 300 mm long by 19 mm diameter (12” x W) steel bolts placed through the plate and driven into holes drilled 300 mm (12) into the pavement section, or other devices approved by the Engineer. Subsequent plates shall be butted to each other. Fine graded asphalt concrete shall be compacted to form ramps, maximum slope 8.5% with a minimum 300 mm (12”) taper to cover all edges of the steel plates. When steel plates are removed, the dowel holes in the pavement section shall be completely filled with elastomeric sealant
material. At the Contractor’s option, the methods required for Method 1 may be used. If the
Contractor so elects, all requirements of Method 1 shall be used. The Contractor shall maintain the steel plates, shoring, and asphalt concrete ramps and maintain and restore the street surface during and after their use.
0.3m (10)
0.6 m (23”)
Add the following section:
306-1.1.7.4 Materials.
Table 306-1.1.7.4(A)
The minimal thickness of steel plate bridging shall be as shown in
TABLE 306-1.1.7.4(A)
REQUIRED PLATE THICKNESS FOR A GIVEN TRENCH WIDTH
Maximum Trench Width (’) I Minimum Plate Thickness
. 13 mm (l/$)
19 mm 13/2)
0.8 m (31”)
1 .O m (41”)
1.6 m 163”)
22 mm (’/*”)
25 mm (1”)
32 mm I1 %in) I \. ’. I -- . . . . . . \-- I ...
(1) For spans greater than 1.6 m (5’1, a structural design shall be prepared by a registered civil engineer and submitted to the Engineer for review and approval in accordance with section 2i5.3. - -
Steel plate bridging shall be steel plate designed to support the HS20-44 truck loading per
CALTRANS Bridge Design Specifications Manual. The Contractor shall maintain a non-skid surface
on the steel plate with no less than a coefficient of friction of 0.35 as determined by California Test
Method 342. If a different test method is used, the Contractor may utilize standard test plates with
known coefficients of friction available from the CALTRANS District 11 Materials Engineer to
correlate skid resistance results to California Test Method 342. In addition to all other required construction signing, the Contractor shall install Rough Road (W33) sign with black lettering on an
orange background in advance of steel plate bridging.
Add the following section:
306-1.1.7.5 Measurement and Payment. Steel plate bridge materials including, but not limited to: steel plates, anchoring devices, cold milling, elastomeric sealant material, asphalt ramping and
padding, signage, placing, installation, removal, relocation, preparation and processing of shop
drawings and submittals to support the use of steel plate bridging and all other materials, labor,
supervision, overhead of any type or description will be paid for as an incidental to the work that the
bridging is installed to facilitate. No separate payment for steel plate bridging will be made.
No extension to contract time will be allowed for, or because of, the use of steel plate bridging.
Revised: 10/08/03 Contract No. 3883-1 Page 96 of 106 Pages
306-1.5 Trench Resurfacing.
306-1.5.1 Temporary Resurfacing. Delete the fourth and fifth paragraphs and substitute the
following: Temporary bituminous resurfacing materials which are placed by the Contractor are for its
convenience and shall be at no cost to the Agency. Temporary bituminous resurfacing materials shall
be used in lieu of permanent resurfacing only when approved by the Engineer. When temporary
bituminous resurfacing materials are used in lieu of permanent resurfacing it shall be removed and
replaced with permanent resurfacing within 7 days of placement. No additional payment will be
made for temporary bituminous resurfacing materials. The price bid for the associated conduit or
structure shall include full compensation for furnishing, placing, maintaining, removing, and disposing
of such temporary resurfacing materials.
306-1 S.2 Permanent Resurfacing. Add the following: Except as provided in section 306-1 5.1,
‘Temporary Resurfacing,” the Contractor shall perform permanent trench resurfacing within 24 hours
after the completion of backfill and densification of backfill and aggregate base materials.
306-1.6 Basis of Payment for Open Trench Installation. add the following: Payment for utilities
undergrounding which includes the utility trench for CATV and SDG&E and conduit for Sempra’s
electric conversion shall be made on the basis of contract lump sum price for utilities undergrounding
and no other payments will be made. Adelphia Cable will supply and deliver conduits and fittings to
be installed by the Contractor. Adelphia Cable will install enclosures. The Contractor will furnish and
install 6.4 mm (W) nylon pull ropes in all conduit.
306-5 ABANDONMENT OF CONDUITS AND STRUCTURES. Add the following: Unless othetwise
noted orl plans, the Contractor shall remove all existing abandoned pipelines and conduits of any
type, or use, and pipelines and conduits of any type, or use, that are abandoned during the course of
the work and shall replace said pipelines and conduits with properly compacted soils. Payment for
removal and disposal of abandoned utilities shall be included in the lump-sum bid for Clearing and
Grubbing, and no additional payment will be made.
SECTION 310 - PAINTING
31 0-5 PAINTING VARIOUS SURFACES.
310-5.6 Painting Traffic Striping, Pavement Markings and Curb Markings. Modify the fifth paragraph as follows: The Contractor shall furnish all equipment, materials, labor, and supervision necessary for painting traffic lanes, directional arrows, guidelines, curbs, parking lines, crosswalks, and other designated markings in accordance with the Plans, or for approved temporary detours essential for safe control of traffic through and around the construction site. The Contractor shall remove by wet grinding all existing or temporary traffic markings and lines that may confuse the
public. When temporary detour striping or markings are no longer required, they shall be removed prior to painting the new traffic stripes or markings.
31 0-5.6.3 Equipment. Delete the ninth paragraph and substitute the following: The Contractor shall
provide a wet grinding machine with sufficient capacity to completely remove all existing or temporary
traffic striping or markings that conflict with the striping plan, or are contrary to the Traffic Manual, or that may be confusing to the public. The surface produced by grinding the existing or temporary traffic striping or markings on pavement shall not exceed variations from a uniform plane more than 3 mm (I/<) in 3 m (lo’) when measured parallel to the centerline of the street or more than 6 mm
(’/;) in 3 m (IO’) when measured perpendicular to the centerline of the street. The use of any
equipment that leaves ridges, indentations or other objectionable marks in the pavement shall be discontinued, and equipment capable of providing acceptable surface shall be furnished by the Contractor. This equipment shall meet all requirements of the air pollution control district having jurisdiction.
Revised: 10/08/03 Contract No. 3883-1 Page 97 of 106 Pages
310-5.6.6 Preparation of Existing Surfaces. Modify the first paragraph as follows: The Contractor shall remove all existing markings and striping, either permanent or temporary, which are to be abandoned, obliterated or that conflict with the plans by wet grinding methods. Removal of striping by high velocity water jet may be permitted when there is neither potential of the water and detritus from
the high velocity water jetting to damage vehicles or private property nor to flow from the street into
any storm drain or water course and when approved by the Engineer. The Contractor shall vacuum
all water and detritus resulting from high velocity water jet striping removal from the pavement immediately after the water jetting and shall not allow such materials to flow in the gutter, enter the storm drain system or to leave the pavement surface. Surface variation limitations for high velocity water jet striping removal shall be the same as for grinding. The Contractor shall not use dry or wet
sandblasting in any areas. Alternate methods of paint removal require prior approval of the
Engineer. Obliteration of traffic striping with black paint, light emulsion oil or any other masking method other than a minimum 30mm (0.1 0') thick asphalt concrete overlay is not permitted.
310-5.6.7 Layout, Alignment, and Spotting. Modify the first paragraph as follows: The Contractor
shall establish the necessary control points for all required pavement striping and markings by
surveying methods. No layout of traffic striping shall be performed by the Contractor before
establishment of the necessary control points. The Contractor shall establish all traffic striping between these points by string line or other method to provide striping that will vary less than 80mm per 100m (1/2 inch in 50 feet) from the specified alignment. The Contractor shall obliterate, straight stripes deviating more than 80mm per 1OOmm (1/ 2 inch in 50 feet) by wet grinding, and then correcting the markings. The Contractor shall lay out (cat track) immediately behind installation of surface course asphalt and as the work progresses.
31 0-5.6.8 Application of Paint. Modify the second paragraph as follows: The Contractor shall apply the first coat of paint immediately upon approval of striping layout by the Engineer. The Contractor shall paint the ends of each median nose yellow.
Add the following to the eighth paragraph: The Contractor shall apply temporary traffic stripes in
one coat. Temporary traffic stripes shall be maintained by the Contractor so that the stripes are
clearly visible both day and night.
Add the following section:
31 0-5.6.1 1 Preformed Thermoplastic Pavement Markings.
For asphalt concrete pavement the Contractor shall be apply preformed thermoplastic pavement
markings using the propane torch method recommended by the manufacturer. The 'preformed
thermoplastic pavement markings shall not be applied at ambient and road temperatures below 08 C
(328 F). The Contractor shall clean, dry and remove all debris from the pavement before applying
preformed thermoplastic pavement markings. Portland cement concrete pavement the Contractor
shall use the same application procedure as described for asphalt concrete pavement. However, at the Contractor's option a compatible primer sealer may be applied before application to assure
proper adhesion.
Add the following Section:
310-7 PERMANENT SIGNING
Add the following Section:
31 0-7.1 General. Add the following section: The Contractor shall provide and install all permanent traffic control signs at locations shown on plans and as specified herein.
Add the following 'section:
310-7.2 Measurement And Payment. Permanent signing and appurtenances thereto shown on the
plans or required in the specifications are a part of the lump-sum item for permanent signing and
striping payment therefor shall include full compensation for furnishing all labor, materials, tools,
equipment, and incidentals and for doing all the work involved in supplying and installing permanent
signing and appurtenances, complete in place, as shown on the plans, as specified in the Standard
Specification and these special provisions, and as directed by the Engineer.
@ Revised: 10/08/03 Contract No. 3883-1 Page 98 of 106 Pages
SECTION 312 - PAVEMENT MARKER PLACEMENT AND REMOVAL
312-1 PLACEMENT. Add the following to the third paragraph:
- .. 4) When being installed on asphalt concrete pavement sooner than 14 days after placement
of the asphalt concrete pavement course on which the pavement markers are to be placed.
Add the following section:
312-1.1 Reflective Channelizer Placement and Removal. The Contractor shall place and remove
reflective channelizers the same as for pavement marker placement and removal. The Contractor
shall place the channelizers uniformly, straight on tangent alignment and on a true arc on curved
alignment to the same tolerances of position as for application of paint in section 310-5.6.8.
The Contractor shall perform all layout work necessary to place the channelizers to the proper
alignment. If the channelizers are displaced or fail to remain in an upright position, from any cause,
the channelizers shall immediately be replaced or restored to their original location, by the
Contractor. When reflective channelizers are removed the pavement surface shall be restored to the
same color and surface finish as the adjacent pavement.
SECTION 313 - TEMPORARY TRAFFIC CONTROL DEVICES
Add the following section:
313-1 TEMPORARY TRAFFIC PAVEMENT MARKERS.
Add the following section:
313-1.1 General. The Contractor shall supply and install temporary traffic pavement markers, channelizers, signing, railing (type K), crash cushions and appurtenances at the locations shown on
the plans and as required in the specifications, complete in place prior to opening the traveled way
served by said final and temporary traffic pavement markers, signing, railing (type K) and
appurtenances to public traffic.
31 3-1.2 Temporary Pavement Markers. Temporary reflective raised pavement markers shall be
placed in accordance with the manufacturer‘s instructions. Temporary reflective raised pavement
markers shall be cemented to the surfacing with the adhesive recommended by the manufacturer,
except epoxy adhesive shall not be used to place temporary reflective raised pavement markers in
areas where removal of the markers will be required. Pavement striping, legends and markers which
conflict with any traffic pattern shall be removed by grinding as determined by the Engineer. The
Contractor shall use temporary reflective raised pavement markers for temporary pavement marking,
except when the temporary pavement markers are used to replace patterns of temporary traffic stripe
that will be in place for less than 30 days. Reflective pavement markers used in place of the
removable-type pavement markers shall conform to the section 31 2 “Pavement Marker Placement
and Removal”, except the 14-day waiting period before placing the pavement markers on new
asphalt concrete surfacing as specified in section 31 2-1 “Placement”, shall not apply; and epoxy
adhesive shall not be used to place pavement markers in areas where removal of the markers will be
required.
Add the following section:
31 3-1.3 Channelizers. Channelizers shall be new surface-mounted type and shall be furnished,
placed, and maintained at the locations shown on the plans. Channelizer posts shall be orange in
color. Channelizers shall have affixed white reflective sheeting as specified in the special provisions.
The reflective sheeting shall be 75 mm x 300 mm (3” x 12”) in size. The reflective sheeting shall be
visible at 300 m (1000’) at night under illumination of legal high beam headlights, by persons with
vision of or corrected to 20/20. The channelizer bases shall be cemented to the pavement in the same manner as provided for cementing pavement markers to pavement in section 312-1,
“Placement.” Channelizers shall be applied only on a clean, dry surface. Channelizers shall be placed on the alignment and location shown on the plans and as directed by the Engineer.
.
Revised: 10/08/03 Contract No. 3883-1 Page 99 of 106 Pages
The channelizers shall be placed uniformly, straight on tangent alignment and on a true arc on curved alignment. All layout work necessary to place the channelizers to the proper alignment shall be performed by the Contractor. If the channelizers are displaced or fail to remain in an upright position, from any cause, the channelizers shall immediately be replaced or restored to their original location, by the Contractor. The Contractor shall provide the Engineer with a Certificate of
Compliance in accordance with the provisions of section 4-1.5, ”Certification”. Said certificate shall certify that the channelizers comply with the plans and specifications and conform to the prequalified design and material requirements approved by the Engineer and were manufactured in accordance with a quality control program approved by the Engineer.
Add the following section: 31 3-2 TEMPORARY TRAFFIC SIGNING.
Add the following section: 313-2.1 General. The Contractor shall provide and install all temporary traffic control signs, markers, markings, and delineators at locations shown on plans and specified herein.
Add the following section: 313-2.2 Maintenance of Temporary Traffic Signs. If temporary traffic signs are displaced or overturned, from any cause, during the progress of the work, the Contractor shall immediately replace the signs in their original approved locations. The Contractor shall maintain all temporary traffic signs used in the Work in a clean, reflective and readable condition. The Contractor shall
replace or restore graffiti marked temporary traffic signs and posts used in the Work within 18 hours of such marking being discovered during non-working hours or, when the marking is discovered during working hours, within 2 hours of such discovery of marking.
Add the following section: 313-3 TEMPORARY RAILING (TYPE K) AND CRASH CUSHIONS.
Add the following section: 313-3.1 Temporary Railing and Crash Cushions. Temporary railing (Type K) shall consist of interconnected new or undamaged used precast concrete barrier units as shown on the plans. Temporary sand-filled crash cushions shall consist of new or undamaged used temporary sand-filled crash cushions units as shown on the plans.
313-3.1.1 Appearance. Exposed surfaces of new and used units of Temporary railing (Type K) shall be freshly coated with a white color paint prior to their first use on the project. The paint shall conform to the provisions in sections 21 0-1.5 “Paint Systems” and 31 0 “Painting”. Contractor shall be responsible for the removal and cleanup or painting over the graffiti from the K-Rails within 48 hours. The Contractor Shall replace or repaint units of Temporary railing (Type K) or shall remove graffiti, tire or vehicle marks, dirt or any and all materials such that said marks or discoloration mar the appearance of said units when ordered by the Engineer after the units are in place.
Add the following section. 313-3.1.2 Manufacture of Temporary Railing. In addition to the requirements herein the temporary railing (Type K) shall be manufactured per CALTRANS Standard Drawing T3. Concrete used to manufacture Temporary railing (Type K) shall conform to the provisions in sections 201 -1, “Portland Cement Concrete” and 303-1 “Concrete Structures”.” Load tickets and a Certificate of Compliance will not be required. Reinforcing steel shall conform to the provisions sections 201-1, “Portland Cement Concrete” and 303-1 “Concrete Structures”. Steel bars to receive bolts at ends of concrete panels shall conform to ASTM Designation: A 36/A 36M. The bolts shall conform to ASTM Designation: A 307. A round bar of the same diameter may be substituted for the end-connecting bolt shown on the plans. The bar shall conform to ASTM Designation: A 36/A 36M, shall have a minimum length of 660 mm and shall have a 75 mm (3”) diameter by 9 mm (3/Bl)) thick plate welded on the upper end with a 5-mm (3/r$) fillet weld. The final surface finish of temporary railings (Type K) shall conform to the provisions in section 303-1.9.2 “Ordinary Surface Finish.” Exposed surfaces of concrete elements shall be cured by the water method, the forms-in-place method, or the pigmented curing compound method. The pigmented curing compound shall be type 2 curing compound.
Temporary railing (Type K) may have the Contractor’s name or logo on each panel. The name or logo shall not be more than 100 mm in height and shall be located not more than 300 mm above the bottom of the rail panel.
.
@ Revised: 10/08/03 Contract No. 3883-1 Page 100 of 106 Pages
Add the following section. 31 3-3.1.3 Installation of Temporary Railing. In addition to the requirements herein the temporary railing (Type K) shall be installed per CALTRANS Standard Drawing T3. Temporary railing (Type K) shall be set on firm, stable foundation. The foundation shall be graded to provide a uniform bearing throughout the entire length of the railing. Abutting ends of precast concrete units shall be placed and maintained in alignment without substantial offset to each other. The precast concrete units
shall be positioned straight on tangent alignment and on a true arc on curved alignment Each rail unit placed within 3 m (10’) of a traffic lane shall have a reflector installed on top of the rail as directed by the Engineer. Reflectors and adhesive will be furnished by the Contractor. A Type P marker panel conforming to the requirements of the CALTRANS Traffic Manual shall also be installed at each end of railing installed adjacent to a two-lane, two-way highway and at the end facing traffic of railing installed adjacent to a one-way roadbed. If the railing is placed on a skew, the marker shall be .installed at the end of the skew nearest the traveled way. Type P marker panels shall conform to the provisions of section 206-7.2, ”Temporary Traffic Signs”. Where shown on the plans, threaded rods or dowels shall be bonded in holes drilled in existing concrete. When temporary railings (Type K) are removed, any area where temporary excavation or embankment was used to accommodate the temporary railing shall be restored to its previous condition, or constructed to its planned condition.
Add the following section: 31 3-3.2 Temporary Sand-Filled Crash Cushions. Temporary sand-filled crash cushion units shall
be “Energite 111” manufactured by Energy Absorption Systems, “Fitch Inertial Barrier System Modules’’ manufactured by Roadway Safety Service, or equal. Features required to determine equivalence of any other temporary sand-filled crash cushion units shall be approval of the system by CALTRANS and that the temporary sand-filled crash cushion units meet NCHRP 350 standards. Other features will be suitability to application, operational characteristics, durability and other such characteristics
that the Engineer shall determine. Temporary sand-filled crash cushions (TSFCC) shall be of the type and array configurations shown on plans, and installed at every end of, or gap in, the temporary railing (Type K) whenever the closest point of approach of traffic, regardless of direction, is 4.6 m (15’) or less to the end of the temporary railing (Type K) being considered. The TSFCC shall be installed per CALTRANS Standard DrawingsTl and T2 for approach speeds no less than the posted speed of the street prior to construction or 55 kilometers per hour (35 mph), whichever is the greater. The TSFCC array shall be appropriate to the application as shown on said standard drawings. A Type J and/or P marker panel conforming to the requirements of the CALTRANS Traffic Manual shall also be installed at each TSFCC array as shown in CALTRANS Standard Drawings T1 and T2. Particular care shall be taken to assure that crash cushions are installed with the soil supporting them and the adjacent soil leveled to match the elevation of the bottom of the temporary railing immediately adjacent to the crash cushion. All routes of approach to the TSCFF array shall be graded such that any vehicle diverging from the travelled way to strike the TSCFF will travel on a vertical alignment parallel to the segment of the travel lane that it departed from.
’
Add the following section: 313-4 MEASUREMENT AND PAYMENT. Temporary traffic pavement markers, temporary channelizers, temporary signing, temporary railing (type K), temporary crash cushions and temporary appurtenances thereto shown on the plans or required in the specifications are a part of the lump- sum item for traffic control and payment therefor shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in applying, installing, maintaining, and removing temporary traffic pavement markers, channelizers, signing, railing (type K), crash cushions and appurtenances, complete in place, as shown on the plans, as specified in the Standard Specification and these special provisions, and as directed by the Engineer. Payment for temporary crash cushions, concrete barriers and the signs and reflectors marking them shall include the installation, grading for installation, grading for the approach path, maintenance, painting and re-painting, replacement of damaged units and removal and shall also be included in the lump-sum price bid for traffic control. Payment for relocation of K-rails and crash cushions when not shown on the plans and requested by the Engineer shall be made per section 3-3, Extra Work, SSPWC.
-
e Revised: 10/08/03 Contract No. 3883-1 Page 101 of 106 Pages
,--. .
AP P EN D IX "A"
RESIDENT NOTIFICATION
a Revised: 10/08/03 Contract No. 3883-1 Page 102 of 106 Pages
APPENDIX “A”
RESIDENT NOTIFICATION EXAMPLE i
CITY OF CARLSBAD
ROAD WORK
ABC CONTRACTORS
OFFICE # (76U)XXXXXXX
FIELD # (760) XXX-XXXX
Dear resident:
As a part of the City of Carlsbad’s ongoing program to maintain its
streets, your street will be widened, beginning in two or three weeks. This
process requires partial closure of your street during the day starting at
7:OO a.m. and continuing until the Contractor removes the traffic control
devices between 3:30 p.m. and 4:OO p.m. You will be notified 72 hours in
advance of the day your street will be closed by a brightly colored 3 %“ x
8 %“ card attached to your doorknob. You will also notice temporary no
parking signs on your street with a specific no parking date written on it.
A successful street maintenance program depends on your cooperation.
Please do not drive, walk, play, skate or allow pets on the new street or
concrete paved areas until it has dried. Furthermore, please do not wash
your car or turn on any sprinklers while you are waiting for the
improvements to dry. If you don’t plan to leave your home before 7:OO
a.m. on the days your street will be under construction, and you need to
use your vehicle later in the day, please park your car on an adjacent
street in your neighborhood that is not signed as a no parking zone.
When walking to and from your car, remember not to walk on the new
improvements or you will have black residue on the bottom of your shoes.
The residue will damage some surfaces, will mark all surfaces that you
track it on and will be very difficult to remove.
(Name of Contractor) is the Contractor that will be performing the
resurfacing work for the City and you may call them at (24 hours per day
attended telephone number in the 760 area code) for any questions you
may have about the project. Work will be phased to allow trash collection.
If you have a moving company scheduled to come to your house within
the next two months, please call and inform the Contractor of the date. If
you have any concerns which are not addressed by the Contractor,
please call the City’s Engineering Inspection Department at (760) 602-
2780, extension 7301. They will assist you in resolving the concerns.
The City of Carlsbad has some of the finest streets in the county due to
the concern and cooperation of citizens like you. Your cooperation is
greatly appreciated.
@ Revised: 10/08/03 Contract No. 3883-1 Page 103 of 106 Pages
(Name of Contractor)
(Address of Contractor)
(ContractoPs License Number)
(Date)
As a part of the City of Carisbad’s ongoing program to maintain its streets,
your street will be sealed with a mixture of asphalt and sand, beginning in
two or three weeks. This process requires that your street be closed for
one day starting at 7:OO a.m. and continuing until the Contractor removes
the traffic control devices. You will be notified 72 hours in advance of the
day your street will be closed by a brightly colored 3 ‘/2’ x 8 Y2’ card
attached to your doorknob. You will also notice temporary no parking
signs on your street with a specific no parking date written on it.
A successful street maintenance program depends on your cooperation.
Please do not drive, walk, play, skate or allow pets on the sealed street
until it has dried. Furthermore, please do not wash your car or turn on any
sprinklers while you are waiting for the seal to dry. If you don’t plan to
leave your home before 7:OO a.m. on the day your street will be sealed,
and you need to use your vehicle later in the day, please park your car on
an adjacent street in your neighborhood that is not signed as a no parking
zone. When walking to and from your car, remember not to walk on the
newly sealed street or you will have black residue on the bottom of your
shoes. The residue will damage some surfaces, will mark all surfaces
that you track it on and will be very difficult to remove.
(Name of Contractor) is the Contractor that will be performing the
resurfacing work for the City and you may call them at (24 hour per day
attended telephone number in the 760 area code) for any questions you
may have about the project. Sealing of your street will not occur on the
day your trash is collected. On the day the your street is sealed mail
delivery may be delayed until the next day. You will not know the exact
date your street will be closed until you receive the 3 ‘hn x 8 %in card. If
you have a moving company scheduled to come to your house within the
next two weeks, please call and inform the Contractor of the date. If you
have any concerns which are not addressed by the Contractor, please call
the City’s Engineering Inspection Department at 438-1 161, extension
4323. They will assist you in resolving the concerns.
The City of Carlsbad has some of the finest streets in the county due to
the concern and cooperation of citizens like you. Your cooperation is
’greatly appreciated.”
@ Revised: 10/08/03 Contract No. 3883-1 Page 104 of 106 Pages
a Revised: 10/08/1
MUESTRA DE NOTFICACION AL RESIDENTE APENDICE “A”
TRABAJO DE CAMINOS
CIUDAD DE CARLSBAD
CONSTRUCTORA ABC
OFlClNA # (760) XXX-XXXX
CAMPO # (760) XXX-XXXX
Estimado Residente: Como parte del programa continuo para mantener las calles de la Ciudad de Carlsbad, se ampliard su calle comenzando en dos 6 tres semanas. Este proceso requiere cerrar su calle parcialmente durante el dia, ernpezando a las 7 a.m. y continuando hasta que el contratista remueva 10s aparatos de control de trdnsito entre 3:30 p.m. y 4:30 p.m. Se le notificard con 72 horas de anticipacion por medio que su calle sera cerrada por rnedio de una tarjeta de color brillante de 3 YZ por 8 YZ pulgadas pegada a la perilla de su puerta. Tarnbien notard anuncios temporales de ‘no estacionarse’ en su calle con la fecha especlfica de ‘no estacionarse’ escrita.
Un programa de mantenimiento de calles exitoso depende de su cooperaci6n. Por favor no maneje, camine, juegue, patine 6 permita mascotas en la calle nueva 6 en las areas de concreto pavimentadas hasta que hayan secado. Ademas, no lave su auto 6 prenda el sistema de riego mientras espera a que las mejoras sequen. Si usted no planea salir de su casa antes de las 7:30 a.m. 10s dias en que su calle estard bajo construcci6n, y necesita usar su auto mas tarde durante el dia, por favor estacione su auto en una calle adyacente que no este marcada corno zona de ‘no estacionarse’. Cuando camine hacia y desde su auto, recuerde no caminar sobre las rnejoras 6 tendrd residuo negro en la suela de sus zapatos. El residuo daiiarh algunas superficies, marcara todas las superficies por donde camine y sera rnuy dificil de remover.
(Nombre del Contratista) es el Contratista que Ilevard a cab0 las mejoras de asfalto para la ciudad y les puede llamar a1 (numero de tel6fono en el area 760 atendido las 24 horas del dia) para cualquier pregunta que usted tenga sobre este proyecto. El trabajo se hard en fases para perrnitir la recolecci6n de basura. Si usted tiene planes con alguna compaiiia de mudanzas para que vengan a su casa en 10s pr6ximos dos meses, por favor llame a1 contratista e inf6rrnele de la fecha. Si tiene alguna duda, que el Contratista no haya mencionado, por favor llame a1 Departamento de Ingenieria de la ciudad a1 (760) 602-2780, extension 7301. Le asistirdn en resolver sus dudas.
La Ciudad de Carlsbad tiene algunas de las mejores calles en el condado debido a la preocupacion y cooperaci6n de ciudadanos como usted. Se le agradece infinitarnente su cooperacibn.
Page 105 of 106 Pages
(Nombre del Contratista)
(Domicilio del Contratista) (Numero de Licencia del Contratista)
(Fecha) Como parte del programa continuo para mantener las calles de la Ciudad de Carlsbad, se ampliari su calle comenzando en dos 6 tres semanas. Este proceso requiere cerrar su calle parcialmente durante el dial empezando a las 7 a.m. y continuando hasta que el contratista remueva 10s aparatos de control de transit0 entre 3:30 p.m. y 4:30 p.m. Se le notificara con 72 horas de anticipacion por medio que su calle sera cerrada por medio de una tarjeta de color brillante de 3 M por 8 M pulgadas pegada a la perilla de su puerta. Tambien notara anuncios temporales de ‘no estacionarse’ en su calle con la fecha especifica de ‘no estacionarse’ escrita.
Un programa de mantenimiento de calles exitoso depende de su cooperacion. Por favor no maneje, camine, juegue, patine 6 permita mascotas en la calle nueva 6 en las areas de concreto pavimentadas hasta que hayan secado. Ademas, no lave su auto 6 prenda el sistema de riego mientras espera a que las mejoras sequen. Si usted no planea salir de su casa antes de las 7:30 a.m. 10s dias en que su calle estara bajo construccion, y necesita usar su auto mas tarde durante el dial por favor estacione su auto en una calle adyacente que no este marcada mmo zona de ‘no estacionarse’. Cuando camine hacia y desde su auto, recuerde no caminar sobre las mejoras 6 tendra residuo negro en la suela de sus zapatos. El residuo daiiara algunas superficies, marcara todas las superficies por donde camine y sera muy dificil de remover.
(Nombre del Contratista) es el Contratista que Ilevara a cab0 las mejoras de asfalto para la ciudad y les puede llamar al (n6mero de telefono en el area 760 atendido las 24 horas del dia) para cualquier pregunta que usted tenga sobre este proyecto. El trabajo se hara en fases para permitir la recoleccion de basura. Si usted tiene planes con alguna compaiiia de mudanzas para que vengan a su casa en 10s proximos dos meses, por favor llame al contratista e informele de la fecha. Si tiene alguna duda, que el Contratista no haya mencionado, por favor llame al Departamento de Ingenieria de la ciudad al (760) 602-2780, extension 7301. Le asistiran en resolver sus dudas.
La Ciudad de Carlsbad tiene algunas de las mejores calles en el condado debido a la preocupacion
y cooperacion de ciudadanos como usted. Se le agradece infinitamente su cooperacion.
APPENDIX IIB"
STORM WATER POLLUTION
PREVENTION PLAN
.- STORM-WATER POLLUTION PREVENTION PLAN
for - CONTRACT NO. 3883-1
Prepared for:
City of Carlsbad Public Works
1635 Faraday Avenue Carlsbad, CA 92008
Submitted by:
Project Site Address:
Contractor's Water Pollution Con fro1 Manager:
SWPP Prepared by:
S WPPP Preparation Date:
Contents
Page
Section I00
100.1
100.2
100.3
Section 200
200.1
200.2
Section 300
300.1
300.2
300.3
300.4
300.5
Section 400
Section 500
500.1
500.2
500.3
500.4
500.5 500.6
500.7
500.8
500.9
Section 600
600.1
600.2
600.3
SWPPP Certifications and Approval ............................................................... i
Initial SWPPP Certification ................................................................................. 1
SWPPP Approval ............................................................................................... 2
SWPPP Amendments ...................................................................................... 4
Amendment Log ................................................................................................. 6
Annual Compliance Certification ........................................................................ 3
SWPPP Amendment Certification and Approval ................................................ 4
introduction and Project Description ............................................................. 7
Introduction and Project Description ................................................................... 7
Unique Site Features ....... : ................................................................................. 7
Construction Site Estimates ............................................................................... 7
Project ScheduleMlater Pollution Control Schedule ........................................... 7
Contact Information/List of Responsible Parties ................................................. 7
References ......................................................................................... ..: ............ 9
Body of SWPPP .............................................................................................. 10
Objectives ........................................................................................................ 10
Vicinity Map ...................................................................................................... 10
Pollutant Source Identification and BMP Selection ........................................... 11
500.3.1 Inventory of Materials and Activities that May
Pollute Storm Water ......................................................................... 11
500.3.2 Existing (pre-construction) Control Measures ................................... 11
500.3.3 Nature of Fill Material and Existing Data Describing the Soil ............ 12
500.3.4. Soil Stabilization (Erosion Control) ................................................... 12
500.3.5 Sediment Control ............................................................................. 13
500.3.6 Tracking Control ............................................................................... 14
500.3.7 Wind Erosion Control ....................................................................... 14
500.3.8 Non-Storm Water Control ................................................................. 14
500.3.9 Waste Management and Materials Pollution Control ........................ 15
Water Pollution Control Drawings (WPCDs) ..................................................... 15
Construction BMP Maintenance, Inspection and Repair ................................... 15
Post-Construction Storm Water Management .................................................. 15
500.6.1 Post-Construction Control Practices ................................................. 15
500.6.2 OperationIMaintenance after Project Completion ............................. 16
Training ............................................................................................................ 16
List of Subcontractors ...................................................................................... 16
Other Plans/Permits ......................................................................................... 16
Monitoring Program and Reports ................................................................. 17
Site Inspections ................................................................................................ 17
Discharge Reporting ........................................................................................ 17
Record Keeping and Reports ........................................................................... 17
SWPPP Attachments
Attachment A .................................................................................................. Vicinity Map
Attachment B ................................................................. Water Pollution Control Drawings
Attachment C ....................................................................... BMP Consideration Checklist
Attachment D ............................................................................. Intentionally Not Included
Attachment E ............................................................................. Intentionally Not Included
Attachment F .............................................................................. Intentionally Not Included
Attachment G . Program for Maintenance, Inspection, 81 Repair of Construction Site BMPs
Attachment H ......................... Storm Water Quality Construction Site Inspection Checklist
Attachment I .................................................................. Trained Contractor Personnel Log
Attachment J ...................................................... Subcontractor Notification Letter and Log
Attachment K ................................................ Notice of Discharge, Written Notice or Order
Attachment L ................................................... SWPPP and Monitoring Program Checklist
Attachment M ..................................................... Annual Certification of Compliance Form
Attachment N ..................................................................................... Other Plans/Permits
Storm Water Pollution Prevention Plan (SwpPp)
Contract No. 3883-1
Section 100
SWPPP Certifications and Approval
100.1 Initial SWPPP Certification
Project Name: JEFFERSON STREET
City of Carlsbad Contract No. 3883-1
"I certify under a penalty of law that this document and all attachments were prepared under my
direction or ,supervision in accordance with a system designed to ensure that qualified personnel
properly gather and evaluate the information submitted. Based on my inquiry of the person or
persons who manage the system or those persons directly responsible for gathering the
information, to the best of my knowledge and belief, the information submitted is true, accurate,
and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fine and imprisonment for knowing violations".
Contractor's Signature Date
Contractor's Name and Title Telephone Number
Stonn Water Pollution Prevention Plan (SWPPP) Contract No. 38834
100.2 SWPPP Approval
For City of Carlsbad Use Only
City Approval and Certification of the
Storm Water. Pollution Prevention Plan
' Project Name: JEFFERSON STREET
City of Carlsbad Contract No. 3883-1
"I certify under a penalty of law that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to ensure that qualified personnel
properly gather and evaluate the information submitted. Based on my inquiry of the person or
persons who manage the system or those persons directly responsible for gathering the
information, to the best of my knowledge and belief, the information submitted is true, accurate,
and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fine and imprisonment for knowing violations".
Engineer's Signature Date
Engineer's Name Engineer's Telephone Number
Storm Water Pollution Prevention Plan (SWPPp)
Contract No. 3883-1
100.3 Annual Compliance Certification
By June 15 of each year, the contractor shall submit an Annual Certification of Compliance to
the Engineer stating compliance with the terms and conditions of the Permits and the SWPPP.
The Annual Certification of Compliance Form and Engineer Approval form are included in
Attachment M. Completed Annual Certifications of Compliance and Approvals can be found in
the following pages.
Storm Water Pollution Prevention Plan (SWPPP)
Contract No. 3883-1
-- Section 200
SWPPP Amendments
200.1 SWPPP Amendment Certification and Approval
This SWPPP shall be amended:
e Whenever there is a change in construction or operations which may affect the
discharge of pollutants to surface waters, groundwater(s), or a municipal separate storm
sewer system (MS4); or
If any condition of the Permits is violated or the general objective of reducing or
eliminating pollutants in storm water discharges has not been achieved. If the RWQCB
determines that a Permit violation has occurred, the SWPPP shall be amended and
implemented within 14 calendar days after notification by the RWQCB;
0
0 Annually, prior to the defined rainy season, when required by the project's Special
Provisions; and
0 When deemed necessary by the Engineer.
The amendments for this' SWPPP, along with the Contractor's Certification and the Engineer's
approval, can be found in the following pages. Amendments are listed in the Amendment Log in
section 200.2
Storm Water Pollution Prevention Plan (SWPPP)
Contract No. 3883-1
SWPPP Amendment No.
Project Name: JEFFERSON STREET
City of Carlsbad Contract No. 3883-1
To be Completed by Contractor
"I certify under a penalty of law that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to ensure that qualified personnel
properly gather and evaluate the information submitted. Based on my inquiry of the person or
persons who manage the system or those persons directly responsible for gathering the
information, to the best of my knowledge and belief, the information submitted is true, accurate,
and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fine and imprisonment for knowing violations".
Contractor's Signature Date
Contractor's Name and Title Telephone Number
For Cify of Carlsbad Use Only
Engineer's Approval and Certification of the
Storm Water Pollution Prevention Plan Amendment
"I certify under a penalty of law that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to ensure that qualified personnel
properly gather and evaluate the information submitted. Based on my inquiry of the person or
persons who manage the system or those persons directly responsible for gathering the
information, to the best of my knowledge and belief, the information submitted is true, accurate,
and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fine and imprisonment for knowing violations".
Engineer's Signature Date
Engineer's Name Engineer's Telephone Number
Storm Water Pollution Prevention Plan (SWPPP)
Contract No. 38834
1
200.2 Amendment Log
Project Name: JEFFERSON STREET
City of Carlsbad Contract No. 3883-1
I I I
Storm Water Pollution Prevention Plan (SWPPP)
Contract No. 3883-1
Section 300
Introduction and Project Description
300.1 Introduction and Project Description
The project is the construction of new sidewalks, reconstruction of existing sidewalks, removal
of diseased palm trees and road widening on Jefferson Street between Chinquapin and
Magnolia
300.2 Unique Site Features
The project is the widening of an existing roadway. There are not any unique features.
300.3 Construction Site Estimates
The project is within the existing right-of-way. This project will not increase run-off and no further
hydrologic or hydraulic analysis is requested. Estimated areas of construction, including utility
trenching, pavement removal and sidewalk removal, are:
North of Tamarack Av, east side:
North of Tamarack Av, west side:
South of Tamarack Av, east side:
21,269 SF
2,851 SF
6,495 SF
300.4 Project ScheduleMlater Pollution Control Schedule
Estimated Construction Start:
Estimated Construction Finish :
Mobilization of Equipment:
Clear and Grub:
Implement BMP's:
Installation of underground utilities:
Implementation of saw-cutting BMP's:
Sawcutting:
Subgrade preparation:
Install temporary concrete washout:
Construct concrete structures:
Remove temporary concrete washout and restore area:
Storm Water Pollution Prevention Plan (SWPPP)
Contract NO. 388s;
Construct paving: 1-
Landscape for Erosion Control: - 300.5 Contact Information/List of Responsible Parties
The Water Pollution Control Manager (WPCM) assigned to this project is:
Storm Water Pollution Prevention Plan (SWPPP)
Contract NO. 3883-1
The WPCM shall have primary responsibility and significant authority for the implementation,
maintenance, inspection and amendments to the approved SWPPP. Duties of the Contractor's
WPCM include, but are not limited to:
0
0
0
0
0
0
0
0
0
Ensuring full compliance with the SWPPP and the Permit
Implementing all elements of the SWPPP including, but not limited to:
- Implementation of prompt and effective erosion and sediment control measures
- Implementing all non-storm water management, and materials and waste
management activities such as: monitoring discharges (dewatering , diversion
devices), general site cleanup, vehicle and equipment cleaning, fueling and
maintenance, spill control, ensuring that no materials other than storm water are
discharged in quantities which will have an adverse effect on receiving waters or
storm drain systems, etc.
Pre-storm inspections
Post-storm inspections
Storm event inspections
Preparing annual compliance certification
Ensuring elimination of all unauthorized discharges
The Contractor's WPCM shall be assigned authority by the Contractor to mobilize crews
in order to make immediate repairs to the control measures
Coordinate with the Engineer to assure all of the necessary correctionshepairs are made
immediately, and that the project complies with the SWPPP, the Permit and approved
plans at all times
Storm Water Pollution Prevention Plan (SWPP) Contract - No. 3883-1
Section 400
References
The following documents are made a part of this SWPPP by reference:
e Project plans and specifications no. 3883-1, DWG 401-7, and Dwg. 401-7A dated
January 8, 2004, prepared by City of Carlsbad.
California Regional Water Quality Control Board Order No. 2001-01 , NPDES No.
CAS01 08758, National Pollutant Discharge Elimination System (NPDES) Permit.
Caltrans Storm Water Quality Handbooks, Construction Site Best Management
Practices Manual, dated November 2000.
e Caltrans Storm Water Quality Handbooks, SWPPPMPCP Preparation Manual, dated
November 2000.
e City of Carlsbad Coastal Development Permit CDP 02-1 1
a
Storm Water Pollution Prevention Plan (SWPPp)
Contract No. 3883-1
Section 500
Body of SWPPP
500.1 Objectives
This Storm Water Pollution Prevention Plan (SWPPP) has four main objectives:
0 Identify all pollutant sources, including sources of sediment that may affect the quality of
storm water discharges associated with construction activity (storm water discharges)
from the construction site, and
0 Identify non-storm water discharges, and
0 Identify, construct, implement in accordance with a time schedule, and maintain Best
Management Practices (BMPs) to reduce or eliminate pollutants in storm water
discharges and authorized non-storm water discharges from the construction site during
construction, and
0 Develop a maintenance schedule for BMPs installed during construction designed to
reduce or eliminate pollutants after construction is completed (post-construction BMPs).
This SWPPP conforms with the required elements of Permit No. CAS0108758 issued by the
State of California, State Water Resources Control Board (SWRCB). This SWPPP will be
modified and amended to reflect any changes in construction or operations that may affect the
discharge of pollutants from the construction site to surface waters, groundwaters, or the
municipal separate storm sewer system (MS4). The SWPPP will also be amended if it is in
violation of any condition of the Permit or has not achieved the general objective of reducing
pollutants in storm water discharges. The SWPPP shall be readily available on-site for the
duration of the project.
500.2 Vicinity Map
The construction project vicinity map showing the project location, surface water boundaries,
geographic features, construction site perimeter, and general topography, is located in
Attachment A. The project's Title Sheet provides more detail regarding the project location and
is also included in Attachment A.
Storm Water Pollution Prevention Plan (SWPPP)
Contract No. 3883-1
500.3 Pollutant Source Identification and BMP Selection
500.3.1 Inventory of Materials and Activities that May Pollute Storm Water
The following is a list of construction materials that will be used and activities that will be
performed that will have the potential to contribute pollutants, other than sediment, to storm
water runoff control practices for each activity are identified in the Water Pollution Control
Drawings (WPCDs) and/or in sections 500.3.4 through 500.3.9:
0 Vehicle fluids, including oil, grease, petroleum and coolants
0 Asphaltic emulsions associated with asphalt concrete paving operations
0 Cement materials associated with PCC paving operations, drainage structures and
underground utilities
0 Paints, solvents and thinners
0 Wood products
0 Fertilizers and herbicides
0
Construction activities that have the potential to contribute sediment to storm water discharges
include:
0 Clear and grub operations
0 Grading operations
0
0 Utility excavation operations
Soil, asphalt and concrete export operations
0
0
Attachment C lists all Best Management Practices (BMPs) that are either minimum
requirements or special contract requirements, and all BMPs selected by the Contractor for this
project. Implementation and location of BMPs are shown on the WPCDs in Attachment B.
Narrative descriptions of BMPs to be used during the project are listed by category in each of
the following SWPPP sections.
500.3.2 Existing (Pre-Construction) Control Measures
The following are existing (pre-construction) control measures encountered within the project
site:
0 The site is located in an established neighborhood with existing paved and
landscaped surfaces.
0 Curb and gutter direct storm runoff to City owned and maintained storm drain
system.
Storm Water Pollution Prevention Plan (SWPPP) Contract No. 3883-1
500.3.3 Nature of Fill Material and Existing Data Describing the Soil
The proposed project requires the removal of existing sidewalk and fill placed historically to
construct road widening and sidewalk. This is an existing residential neighborhood. It is not
anticipated to encounter pollutants other than those generated in an urban area.
500.3.4 Soil Stabilization (Erosion Control)
Soil stabilization, also referred to as erosion control, consists of source control measures that
are designed to prevent soil particles from detaching and becoming suspended in storm water
runoff. Soil stabilization BMPs protect the soil surface by covering andlor binding soil particles.
This project will incorporate minimum temporary soil stabilization requirements, temporary soil
stabilization measures required by the contract documents, and other measures selected by the
contractor. This project will utilize and implement the following principles for effective temporary
and final soil stabilization during construction:
1.
2.
3.
4.
5.
6.
7.
Preserve existing vegetation where required and when feasible.
Apply temporary soil stabilization (erosion control) to remaining active and non-active
areas as required by the Construction Site BMPs Manual and the Special Provisions.
Reapply as necessary to maintain effectiveness.
Implement temporary soil stabilization measures at regular intervals throughout the
defined rainy season to achieve and maintain the contract's disturbed soil area
requirements. When the project's Special Provisions require it, temporary soil
stabilization will be implemented 20 days prior to the defined rainy season.
Stabilize non-active areas within 14 days of cessation of construction activities.
Control erosion in concentrated flow paths by applying erosion control blankets, erosion
control seeding, and lining swales as required in the Special Provisions.
Landscape will be replaced to areas deemed substantially complete by the Engineer
during the defined rainy season.
At completion of construction, apply permanent erosion control to all remaining disturbed
soil areas.
Storm Water Pollution Prevention Plan (SWPPP)
Contract No. 3883-1
Sufficient quantities of temporary soil stabilization materials will be maintained on-site to allow
implementation in conformance with Caltrans requirements and described in this SWPPP. This
includes implementation requirements for active areas, non-active areas, and areas that require
deployment before the onset of rain.
Implementation and locations of temporary soil stabilization BMPs are shown on the Water
Pollution Control Drawings (WPCDs) in Attachment B and/or described in this section. The BMP
Consideration Checklist in Attachment C indicates the BMPs that will be implemented to control
erosion on the construction site; these are:
0 SS-1, Scheduling
Implementation of Soil Stabilization BMPs
BMPs will be deployed in a sequence to follow the progress of grading and construction. As the
locations of soil disturbance change, erosion and sedimentation controls will be adjusted
accordingly to control storm water runoff at the downgrade perimeter and drain inlets. BMPs will
be mobilized as follows:
Year-round:The water pollution control manager will monitor weather using National Weather
Service reports to track conditions and alert crews to the onset of rainfall events.Disturbed areas
will be stabilized, as required by Tables 2-2 and 2-3 of the Construction Site Best Management
Practices Manual, with temporary soil stabilization or with permanent erosion control as soon as
possible after grading or construction is complete.
During the rainy seas0n:Disturbed areas will be stabilized with temporary or permanent soil
stabilization (erosion control) before rain events.Disturbed areas that are substantially complete
will be stabilized with permanent soil stabilization (erosion control) and vegetation (if within
seeding window for seed establishment).Prior to forecast storm events, temporary soil
stabilization BMPs will be deployed and inspected.
During fhe non-rainy season:The project schedule will sequence construction activities with
the installation of both soil stabilization and sediment control measures. The construction .t
schedule will be arranged as much as practicable to leave existing vegetation undisturbed until
immediately prior to grading.
,500.3.5 Sediment Control
Sediment controls are structural measures that are intended to complement and enhance the
selected soil stabilization (erosion control) measures. Sediment controls are designed to
intercept and settle out soil particles that have been detached and transported by the force of
water. This project will incorporate minimum temporary sediment control requirements,
temporary sediment control measures required by the contract documents, and other measures
selected by the contractor. The temporary sediment control BMPs selected are adequate to
prevent a net increase of sediment in storm water discharge relative to pre-construction levels.
, Sufficient quantities of temporary sediment control materials will be maintained on-site
throughout the duration of the project, to allow implementation of temporary sediment controls in
the event of predicted rain, and for rapid response to failures or emergencies, in conformance
Storm Water Pollution Prevention Plan (SWPPP)
Contract No. 3883-1
with other Caltrans requirements and as described in this SWPPP. This includes
implementation requirements for active areas and non-active areas before the onset of rain.
Implementation and locations of temporary sediment control BMPs are shown on the Water
Pollution Control Drawings (WPCDs) in Attachment B. The BMP Consideration Checklist in
Attachment C indicates all the BMPs that will be implemented to control sediment on the
construction site, these are:
0 SC-1, Silt Fence
0
0
SC-7, Street Sweeping and Vacuuming
SC-IO, Storm Drain Inlet Protection (if required due to use of construction water)
Implementation of Temporary Sediment Controls.
Temporary sediment control BMPs will be deployed according to the schedule shown in
SWPPP section 300.4.
During the rainy season, temporary sediment controls will be implemented at the draining
perimeter of disturbed soil areas, at the toe of slopes, at storm drain inlets and at outfall areas at
all times.
During the non-rainy season, temporary sediment controls will be implemented at the draining
perimeter of disturbed soil areas and at storm drain downstream from disturbed areas before
rain events.
During the non-rainy season, in the event of a predicted storm, the following temporary
sediment control materials will be maintained on-site: silt fence materials, sandbags for linear
barriers, fiber rolls.
500.3.6 Tracking Control
The following BMPs have been selected to reduce sediment tracking from the construction site
onto private or public roads:
0 SC-7, Street Sweeping and Vacuuming
Road Cleaning BMPs - Street Sweeping and Vacuuming
Road sweeping and vacuuming will be occur during soil hauling and as necessary to keep street
surfaces clear of soil and debris. Washing of sediment tracked onto streets into storm drains
will not occur
500.3.7 Wind Erosion Control
The following BMPs have been selected to control dust from the construction site:
0 WE-I, Wind Erosion Control
Storm Water Pollution Prevention Plan (SWPPP) Contract NO. 3883-1
Dust Control
Potable water will be applied to disturbed soil areas of the project site to control dust and
maintain optimum moisture levels for compaction. The water will be applied using water trucks.
Water applications will be concentrated during the late summer and early fall months.
BMP WE-1, Wind Erosion Control, and BMP NS-1, Water Conservation Practices, will be
implemented to provide dust control and prevent discharges from dust control activities and
water supply equipment. Water application rates will be minimized as necessary to prevent runoff and ponding and water equipment leaks will be repaired immediately. During windy
conditions (forecast or actual wind conditions of approximately 25 mph or greater), dust control
will be applied to DSAs, including haul roads to adequately control wind erosion.
500.3.8 Non-Storm Water Control
An inventory of construction activities and potential non-storm water discharges is provided in Section 5.3.1. The BMP Consideration Checklist in Attachment C and the following list indicates
the BMPs that have been selected to control non-storm water pollution on the construction site.
Implementation and locations of some non-storm water control BMPs are shown on the Water
Pollution Control Drawings (WPCDs) in Attachment B. A narrative description of each BMP
follows:
0
a a
0
NS-6, Illicit Connection/lllegal Discha'rge Detection and Reporting
NS-8, Vehicle and Equipment Cleaning
NS-9, Vehicle and Equipment Fueling
NS-IO, Vehicle and Equipment Maintenance
Illicit Connectionllllegal Discharge Detection and Reporting
The contractor will implement BMP NS-6, Illicit Connection/lllegal Discharge Detection
and Reporting throughout the duration of the project.
Paving Operations
The project will include placement of approximately 261 tons of AC pavement. Paving
locations and adjacent storm drain intets are shown on WPCDs 2, 3, and 5. Paving
operations will generally be conducted in August and September as shown on the
project schedule in Section 300.4. BMP NS-3, Paving and Grinding Operations, will be
implemented to prevent paving materials from being discharged off-site. Covers will be
placed over each inlet adjacent to paving operations. The covers will consist of scrap
carpeting placed over, and tucked under, each inlet grate. Following paving operations,
the area will be swept, inlet covers will be removed, and the inlets will be inspected for
paving materials.
Storm Water Pollution Prevention Plan (SWPPP) Contract No. 38834
Vehicle and Equipment Operations
0 Several types of vehicles and equipment will be used on-site throughout the
project, including graders, scrapers, excavators, loaders, paving equipment,
rollers, trucks and trailers, backhoes, forklifts, generators, compressors, and
traffic control equipment. BMPs NS-9, Vehicle and Equipment Fueling, and NS-
IO, Vehicle and Equipment Maintenance will be utilized to prevent discharges of
fuel and other vehicle fluids. Except for concrete washout, which is addressed in
Section 500.3.8, vehicle cleaning will not be performed on-site.
0 All vehicle maintenance and mobile fueling operations will be conducted at least
15 yards away from operational inlets and drainage facilities and on a level
graded area.
Concrete and Asphaltic Cement Saw-cutting
0 The project will include saw-cutting in the sidewalk, curb and gutter, cross-gutters
and the road. Saw-cutting locations and adjacent storm drain inlets are shown
on WPCDs 2, 3, and 4. Estimated saw-cutting dates are shown on the schedule
in Section 300.4. Saw-cutting operations will not be conducted during or
immediately prior to rainfall events. Saw-cutting operations are expected to
produce about 1.5 m3 of waste slurry consisting of water and fine PCC grit.
0 BMP WM-08, Concrete Waste Management, will be implemented to contain and
dispose of saw-cutting slurries. Sandbags will be used to contain the slurry and
prevent discharges to the storm drain system. Once contained by the sandbag
barrier, the slurry will be vacuumed and discharged to the concrete washout
facility described above. Dried and cured concrete wastes will be disposed off-
site during concrete washout maintenance activities.
'
Stonn Water Pollution Prevention Plan (SWPPP) Contract No. 3883-1
500.3.9 Waste Management and Materials Pollution Control
An inventory of construction activities, materials, and wastes is provided in Section 5.3.1. The BMP Consideration Checklist in Attachment C and the following list indicates the BMPs that have been selected to handle materials and control construction site waste. A narrative
description of each BMP follows.
8 WM-1, Material Delivery and Storage
8 WM-2, Material Use
8 WM-4, Spill Prevention and Control
8 WM-5, Solid Waste Management
8 WM-9, SanitaryKeptic Waste Management
Material Delivery, Storage, and Use
In general, BMPs WM-1 and WM-2 will be implemented to help prevent discharges of
construction materials during delivery, storage, and use. The general material storage
area will be located in the contractor's yard as shown on WPCD-4. A sandbag barrier
(BMP SC-8) will be provided around the storage area to prevent run-on from adjacent
areas. Two types of storagelcontainment facilities will be provided within the storage
area to minimize storm water contact with construction materials:
0 Water-tight shipping containers will be used to store hand tools, small parts, and
most construction materials that can be carried by hand, such as paint cans,
solvents and grease.
Very large items, such as light standards, framing materials, and stockpiled lumber,
will be stored in the open in the general storage area. Such materials will be
elevated with wood blocks to minimize contact with run-on.
Aggregate and base materials will also be stockpiled in the general storage area and
will be surrounded with additional sediment controls (Le., SC-8, Sandbag Barrier). .
Spill clean-up materials, material safety data sheets, a material inventory, and
emergency contact numbers will be maintained and stored in the office.
Spill Prevention and Control
BMP WM-4, Spill Prevention and Control, will be implemented to contain and clean-up
spills and prevent material discharges to the storm drain system. Spill prevention is
also discussed above in Material Delivery, Storage, and below in the following waste
management and equipment maintenance sections.
Waste Management
BMP WM-5, Solid Waste Management, and BMP WM-6, Hazardous Waste
Management will be implemented to minimize storm water contact with waste materials
Storm Water Pollution Prevention Pian (SWPPP) Contract No. 3883-1
. and prevent waste discharges. Solid wastes will be. loaded directly into trucks for off-
site disposal. When on-site storage is necessary, solid wastes will be stored in
watertight dumpsters in the general storage area of the contractors yard. AC and PCC
rubble will be stockpiled in the general storage area and will be surrounded with
sediment controls (SC-8, Sandbag Barrier). Solid waste, including rubble stockpiles,
will be removed and disposed off-site at least weekly. Coast Waste Management will
provide solid waste disposal services. Hazardous wastes will be stored in the shipping
containers or covered containment area discussed above for materials storage.
Hazardous wastes will be appropriate and clearly marked containers and segregated
from other non-waste materials.
Contaminated Soil Management
Contaminated soil management BMPs address the possibility of construction activity
near contaminated soils. The construction site has no known history of contaminated
soil or other impairments. However, employees will be instructed to recognize evidence
of contaminated soil, such as buried debris, discolored soil, and unusual odors.
Concrete Residuals and Washout Wastes
This project includes placement of concrete. No discahrges are anticipated. Estimated
pour dates are shown on the project schedule in Section 300.4. Concrete pours will not
be conducted during or immediately prior to rainfall events.
BMP WM-8, Concrete Waste Management, will be implemented, a concrete washout
facility will be constructed and maintianed. All excess concrete and concrete washout
slurries will be discharged to the washout facility for drying. BMP maintenance, waste
disposal, and BMP removal will be conducted as described in WM-08. Dried-off
concrete will be used as fill material if permitted by the City.
Sanitary and Septic Wastes
The contractor will implement BMP WM-9, Sanitary and Septic Waste Management,
and portable toilets will be located and maintained at the contractors yard for the
duration of the project.
500.4
The Water Pollution Control Drawings can be found in Attachment B of the SWPPP.
500.5 Construction BMP Maintenance, Inspection and Repair
A program for Maintenance, Inspection and Repair of BMPs is shown in Attachment G.
Water Pollution Control Drawings (WPCDs)
Storm Water Pollution Prevention Plan (SWPPP)
Contract No. 3883-1
500.6 Post-Construction Storm Water Management
500.6.1 Post-Construction Control Practices
The following are the post-construction BMPs that are to be used at this construction site after all construction is complete:
.. Street Sweeping
0 Litter Control
Storm Water Pollution Prevention Plan (SWPPP) Contract No. 3883-1
500.6.2 OperationlMaintenance after Project Completion
The post-construction BMPs that are described above will be funded and maintained as follows:
Short Term Funding: City of Carlsbad Maintenance and Operations Budget
Long Term Funding: City of Carlsbad Maintenance and Operations Budget
The responsible party for the long-term maintenance of post-construction BMPs is the City
of Carlsbad.
500.7 Training
Section 300.5 shows the name of the Contractor's Water Pollution Control Manager (WPCM).
This person has received the following training:
0
0
0
0
The training log showing formal and informal training of various personnel is shown in
Attachment I.
500.8 List of Subcontractors
All contractors and subcontractors will be notified of the requirement for storm water
management measures during the project. a list of contractors will be maintained and included
in the SWPPP. If subcontractors change during the project, the list will be updated accordingly.
The subcontractor notification letter and log is included in the SWPPP as Attachment J.
500.9 Other PlanslPermits
Attachment N includes copies of other local, state, and federal plans and permits. Following is a
list of the plans and permits included in Attachment N:
0 California Regional Water Quality Control Board Order No. 2000-01, NPDES No.
CAS01 08758, National Pollutant Discharge Elimination System (NPDES) Permit.
0
0
Storm Water Pollution Prevention Pian (SWPPP) Contract No. 3883-1
Section 600
Monitoring Program and Reports
600.1 Site Inspections
' The Contractor will inspect the site prior to a forecast storm, after a rain event that causes runoff
from the construction site, at 24-hour intervals during extended rain events, and as specified in
the project Special Provisions. The results of all inspections and assessments' will be
documented and cop8ies of the completed inspection checklists will be maintained with the
SWPPP. Site inspections conducted for monitoring purposes will be performed using the
inspection checklist shown in Attachment H.
The name(s) and contact number(s) of the assigned inspection personnel are listed below:
Assigned inspector: Contact phone:
600.2 Discharge Reporting
If a discharge occurs or if the project receives a written notice or order from any regulatory
agency, the Contractor will immediately notify the Engineer and will file a written report to the
Engineer within 7 days of the discharge event, notice, or order. Corrective measures will be
implemented immediately following the discharge, notice or order. A sample discharge form is
provided in Attachment K.
The report to the Engineer will contain the following items:
0 The date, time, location, nature of operation, and type of unauthorized discharge,
including the cause or nature of the notice or order;
The control measures (BMPs) deployed before the discharge event, or prior to receiving
notice or order;
a The date of deployment and type of control measures (BMPs) deployed after the
discharge event, or after receiving the notice or order, including additional measures
installed or planned to reduce or prevent re-occurrence; and
0 An implementation and maintenance schedule for any affected BMPs.
600.3 Record Keeping and Reports
Records shall be retained for a minimum of three years for the following items:
a Site inspections a Compliance certifications
0 Discharge reports
0 Approved SWPPP document and amendments
Storm Water Pollution Prevention Plan (SWPPP)
Contract No. 3883-1
Attachment A
3883-1 Jefferson Street H:\CaDital Imrovsmsnf Program\3883-1 Jeffsrson Street Sidewalk Pmgram\mVPPPWtaclunenl A doc
Attachment A Page A-1
Storm Water Pollution Prevention Plan (S WPPP)-Attachment B Jefferson Street
Contract No 38831
ATTACHMENT B
WATER POLLUTION CONTROL DRAWINGS
.-- MODIFICATIONS TO THE CALTRANS CONSTRUCTION SITE BEST
MAANGEMENT PRACTICES (BMPs) MANUAL
The contract documents for the South Agua Hedoinda Interceptor Phase 111
Reach II shall be comprised of the current edition of the Construction Site Best
Management Practices (BMPs) Manual published by Caltrans and as modified
by the additions and substitutions listed below:
Modifications to the Construction Site Best Management Practices:
Delete all references to Resident Engineer (RE) and replace with Engineer (E)
Replace all references to Section 7-1 .I 3 of the Standard Specifications and
replace with Section 7-10.2 and 300-1.3 of the Standard Specifications for Public
Works Construction (SSPWC).
Replace all references to Section 7-1 0 of the Standard Specifications and
replace with Section 7-8.lof the Standard Specifications for Public Works
Construction (SSPWC).
Replace all references to Section 15-1.02 of the Standard Specifications and
replace with Section 7-9 of the Standard Specifications for Public Works
Construction (SSPWC).
Replace all references to Section 15-3.02 of the Standard Specifications and
replace with Section 300-1.3 of the Standard Specifications for Public Works
Construction (SSPWC).
Delete all references to highway.
SS-1: Delete any reference to seeding and revegetation. The work associated
with this project shall occur entirely within the paved portion of the right-of-way
SC-5: Add the following to Appropriate Applications
May be used for inlet protection
Replace the following under Removal
Fiber rolls will not be left in place.
Delete “If fiber rolls removed” and replace with “After fiber roll removal”
SC-IO: Delete all references to sandbags and replace with gravel bags.
SS-2: Delete reference to Environmentally Sensitive Areas (ESAs) and replace
with Environmentally Sensitive Habitat Areas (ESHAs).
NS-2: Reporting: Replace District Storm Water coordinator with Environmental
Programs Manager.
WM-8: Temporary Concrete Washout Facility (Type Above Grade). Delete
reference to Section 12-3.04 “Portable delineators and replace with Flexible base
glue down delineators and shall meet the following specifications:
Post:
WM-10: Appropriate applications: Add the following:
Flushing of pipelines
All pipeline flushing shall be into a desiltation basin. Contractor
shall supply method to remove HDPE shaving that may be in the
pipe prior to discharge from the basin and provide a method to
remove shavings from the basin.
Stom Water Pollution Prevention Plan (SWPP)-Attachment C
Jefferson Street)
Conbact No. 38831
ATTACHMENT C
BMP CONSIDERATION CHECKLIST
Storm Water Pollution Prevention Plan (SWPP)-Attachment C Jefferson Street) Contract No. 38831
I CONSTRUCTION SITE BMPS
C 0 N S I D ERATlO N CHECKLIST
The Contractor shall consider using all BMPs listed hereon. Those BMPs that are not included
in the SWPPP shall be checked as “Not Used” with a brief statement describing why it is not
beina used. All selected BMPs shall be included in the Schedule of Values, except for those
stabilizing measures will be
lemented as parts of
Covers, & Erosion
Control BlanketsMats project complete
stabilizing measures will be implemented as parts of
SS-8 Wood Mulching J Alternate temporary soil - stabilizing measures will be
implemented as parts of
project complete
Temporary Concentrated Flow conveyance Controls
SS-9 Earth Dikeddrainage J Not applicable to site ‘
SS-10 Outlet Protection/ J Not applicable to site
SS-11 Slope Drains J Not applicable to site
Swales & Lined
Ditches
Velocity Dissipation Devices
(‘) The Contractor shall select one of the five measures listed or a combination thereof to
achieve and maintain the contract’s rainy season disturbed soil area (DSA) requirements. Not
all minimum requirements may be applicable to every project. Applicability to a specific
project shall be verified by the Contractor or determined by Construction Manager.
CONSTRUCTION SITE BMPS
C 0 N S I D E RAT I 0 N C H E C KL I ST
Storm Wafer Pollution Prevention Plan (SWPPPJ-Attachment C Jeffenon Street)
Contract No. 38831
The Contractor shall consider using all BMPs listed hereon. Those BMPs that are not included
in the SWPPP shall be checked as “Not Used” with a brief statement describing why it is not
being used. All selected BMPs shall be included in the Schedule of Values, except for those
.
TC-1 1 Stabilized Construction I I I I d 1 Not applicable to site
in the SWPPP shall be checked as “Not Used” with a brief statement describing why it is not
I .. I Entrance/ Exit TC-2 I Stabilized Construction I d I Not applicable to site .. Roadway
Wash
TC-3 Entranceloutlet Tire d Not applicable to site
Not all minimum requirements may be applicable to every project. Applicability to a specific
project shall be verified by the Contractor or determined by Construction Manager.
I CONSTRUCTION SITE BMPS I CONS I DE RAT1 0 N CHECKLIST
The Contractor shall consider using all BMPs listed hereon. Those BMPs that are not included
Storm Water Pollution Prevention Plan (S WPPP)-Attachment C Jefferson Street) Contract No. 38831
USED . . REQUIREMENT
NS-1 Water Conservation J
Practices I I I I NS-2 Dewatering Operations d No dewatering operations
for this project.
NS-3 Paving and Grinding d J
ODe rati on s -0
NS-4 Temporary Stream d No stream crossing
required for this project. Crossino I - I I I I I NS-5 Clear Water Diversion d No diversion required for
this project.
NS-6 Illicit Connection/lllegal d d
Dischame Detection I And Reporting I NS-7 I Potable d d
Waterll rrigation
Vehicle and E quiprnent Operations
NS-8 Vehicle and Equipment d d
NS-9 Vehicle and Equipment d d
NS-IO Vehicle and Equipment d d
Cleaning
Fueling
Maintenance
Not all minimum requirements may be applicable to every project. Applicability to a specific
project shall be verified by the Contractor or determined by Construction Manager.
Storm Water Pollution Prevention Plan (S WPPPJ-Attachment C Jefferson Streeq
. Contract No. 38831
CONSTRUCTION SITE BMPS
CONS ID E RAT1 0 N C H EC KL I ST
The Contractor shall consider using all BMPs listed hereon. Those BMPs that are not included
in the SWPPP shall be checked as “Not Used” with a brief statement describing why it is not
being used. All selected BMPs shall be included in the Schedule of Values, except for those
items shown on the plans and paid for as a separate item or work
No. REQUIREMENT CONTRACT USED NOT REASON
(2) REQUIREMENT USED
WM-1 Material Delivery and J J
WM-2 Material Use d J
Storage
WM-3 Asphalt Concrete J Not applicable to project
Stockpiles
Control
Management
Management
Management
WM-8 Concrete Waste J J
Management
WM-9 SanitaryISeptic Waste J J
Management
WM-10 Liquid Waste 1 Management
WM-4 Spill Prevention and J II
WM-5 Solid Waste d J
WM-6 Hazardous Waste J Not applicable to project
WM-7 Contaminated Soil d Not applicable to project
d I Not applicable to project I
(*) Not all minimum requirements may be applicable to every project. Applicability to a specific
project shall be verified by the Contractor or determined by Construction Manager.
Storm Water Pollution Prevention Plan (SWPPP)
Jefferson Street
Bi-weekly
Prior to forecast storm
Attachment G
Repair or replace damaged vegetation
per SS-1 working detail
Repair damaged roots or compacted
soils in the root zone
Maintain continuous mulch cover over
area to be protected. Re-spray hydraulic mulch as necessary.
BMP Consideration Checklist
The contractor shall use the following guidelines for maintenance, inspection, and repair 1
After a rain event that
causes runoff from the
oi
TEL
BEST MANAGEMENT
PRACTICES (BMPs)
SS-1 Scheduling
Remove, dispose, and replace damaged,
deteriorated, or otherwise unsuitable
RMPs
SS-2 Preservation of Existing Vegetation
Daily
SS-3 Hydraulic Mulch
SS-7 Plastic Covers
Remove BMPs when no longer needed, as directed by the Engineer. Repair
surfaces damaged by BMP removal
Inspect site access points daily
TEN
SC-8 Sandbag Barrier
SC-10 Storm Drain Inlet
Protection
SC-7 Street Sweeping and Vacuuming
I
3MPs identified in the SWPPMPCP
(A., .._.._. -.-, I
Weekly I Review and update as necessary
Bi-wee kly Inspect protective fencing and repair or replace as necessary .
After a rain event that
causes runoff from the
construction site
At 24-hour
intervals
during
extended rain
events
As soon as weather and soil conditions
permit, repair any slope damage and re-
spray damaged or exposed areas
Replace and dispose tom or missing
sections of plastic covers. Replace or
supplement anchors as necessary to
keep covers in place.
I 'ORARY SEDIMENT CONTROL BMPs
construction site
At 24-hour intervals during
extended rain events
-.... -
Replace tom sand bags as required.
Remove retained sediments before they
reach 1/3 of the barrier height or % of the
sediment holding capacity
Clean and dispose of accumulated
sediment deposited in sediment traps around drainage inlets; re-secure silt
fence as needed
I Sweep tracked sediment
31 84 Cannon Road West Reach 2 Segment 2 Attachment G
H:\Capital Improvement Programu883-1 Jefferson Street Sidewalk Program\SWPPp\sWPPP Altadmenh.doc Page 1
stom Water Pollution Prevention Plan (SWPPP)
Jefferson Street
BEST MANAGEMENT
PRACTICES (BMPs)
,. .
MAINTENANCEIREPAIR PROGRAM INSPECTION FREQUENCY (All controls)
The contractor shall use the following guidelines for maintenance, inspection, and repair
distribution equipment in good order and 1 fix leaks immediately I I TRACKING CONTROL BMPs
At 24-hour intervals during I rn Sweep surrounding areas. TC-1 Stabilized Construction
EntrancelExit NOE .-
NS-6 Illicit Connection/lllegal Discharge Detection and
Reporting
Cleaning
Fueling
NS-8 Vehicle and Equipment
NS-9 Vehicle and Equipment
NS-10 Vehicle and Equipment Maintenance
- extended rain events
STORM WATER MANAGEMENT BMPs
Weekly Inspect site during project execution for
evidence of illicit discharges or illegal dumping.
Observe site perimeter for evidence or
potential of illicitly discharged or illegally
dumped material which may enter the job
site.
Notify the Engineer of any illicit
discharges or illegal dumping incidents at
the time of discovery.
Remove, dispose and replace damaged,
deteriorated, or otherwise unsuitable
BMPs
Remove vehicles and/or equipment that
leak.
Replace drip pans or absorbent materials
as needed. Restock spill materials.
Remove BMPs when no longer needed,
as directed by the Engineer. Repair slopes/surfaces damaged by BMP
removal
3184 Cannon Road West Reach 2 Segment 2
H:\Caoital lmwagmant PrwramU883-1 Jefferson Street Sidewalk ProgramWPPPSWPPP Altachmants.dcc
Attachment G
Page E2
Storm Water Pollution Prevention Plan (SWPP)
Jefferson Street
The contractor shall use the following guidelines for maintenance, inspection, and repair I
of BMPs identified in the SWPPPNVPCP
BEST MANAGEMENT
PRACTICES (BMPs)
WM-1 Material Deliverv and
WASTE MANAGEh
Storage
WM-2 Material Use
WM-4 Spill Prevention and
Control
WM-5 Solid Waste Management
WM-9 SanitaryKeptic Waste
Management
WM-8 Concrete Waste Management
INSPECTION FREQUENCY
(All controls)
ZNT AND MATERIALS P(
Weekly
(All controls\ . __ .__
ZNT AND MATERIALS P(
Weekly
Prior to forecast storm
After a rain event that
causes runoff from the
construction site
At 24-hour intervals during
extended rain events
Weekly
31 84 Cannon Road West Reach 2 Segment 2
H\Capital ImDrOvBment PrwramU883-1 Jefferson Street Sidewalk proOram\mvppp\swPPP Attechments.doc
MAINTENANCUREPAR PROGRAM
LLWION CONTROL BmPs
Keep storage areas clean, well
organized, and equipped with ample
clean-up supplies as appropriate for the
materials stored
Repair or replace perimeter controls,
containment structures, covers and liners
as needed to maintain proper function
and protection
Properly remove and dispose
accumulated rainwater from containment
facilities
Cover any stockpiles with appropriate
mats or covers.
Maintain waste fluid containers in leak
proof condition. Repair or replace dumpsters that leak
Provide timely service and removal to
prevent dumpsters and sanitary facilities
from overflowing.
Schedule Refuse Contractor to pick up
waste containers weekly.
rn Remove accumulated debris from
concrete washouts. Replace lining and
sand bags as necessary
Attachment G Page
Storm Wafer Pollution Prevention Plan (SWPP)
Jefferson Street
I Total Project Area Hectares Acres
Rainy Season DSA Limit Hectares Acres
Attachment H
Storm Water Quality Construction Site Inspection Checklist
GENERAL INFORMATION
Project Name 3883-1 -Jefferson Street
, icontractor
Ilnspectofs Name I
Inspectots Title
Signature
lDae of Inspection 1 1 Priortoforecastrain llnspection Type I(Check Applicable) 1 0 24-hr intervals during extended rain
0 After a rain event
0 Other
Season Y (Check Applicable) D Non-Rainy
I Storm Start Date & Time: I I Storm Duration (hrs): I .. Storm Data Time elapsed since last stom
(Circle Applicable Units) Min. Hr. Days Amount (mm)
Approximate Rainfall
PROJECT AREA SUMMARY AND
DISTURBED SOIL AREA (DSA) SEE LIMITS FROM SPECIAL PROVISIONS
Field Estimate of Active
DSAs Hectares Acres
3883-1 Jefferson Street
HCepital Improvement ProgramUB83-1 Jefferson Street Sidewalk PrcgramWPPFSWPPP Atlachments.doc
Attachment H
Page H-1
Stonn Water Pollution Prevention Plan (SWPP)
Jefferson Street
!Location: IIII
Location: IIII
ILocation: IIII
3883-1 Jefferson Street Attachment H
H:\Capital Improvement PrcgramU883-1 Jefferson Straet Sldewalk RogramWPPp\sWPPP Anechments.doc Page
Storm Water Pollution Prevention Plan (SWPPP)
JefFerson Street
I OTHER REQUIREMENTS I
lAre concentrated flow paths free of visible erosion? Ill1 1
ILocation: 1
ILocation: IIII II
jLocation: Ill1 1
Location:
LWind Erosion Control
3883-1 Jefferson Street
H:\Ca~ilal lmorovement PwramU883-1 Jefferson Sbeet Sidewalk PrwramWPPWPPP Anachments.doc
Attachment H
Page H-3
Stonn Water Pollution Prevention Plan (SWPPP)
Jefferson Street
I OTHER REQUIREMENTS I
Vehicle 8 Equipment Fueling, Cleaning, and Maintenance
Are vehicle and equipment fueling, cleaning and maintenance areas reasonably clean and free of spills, leaks, or any other
deleterious material?
Are vehicle and equipment fueling, cleaning and maintenance
activities performed on an impermeable surface in dedicated
areas?
If no. are driD Dans used?
tun-on and runoff, and located at least 15 m from concentrated
3883-1 Jefferson Street
H\Capilal Improvement PmgramW883-1 Jefferson Street Sidewalk RogramSWPPWPFP Attachments.doc Attachment H Page
Stonn Water Pollution Prevention Plan (SWPP)
Jefferson Street
3883-1 Jefferson Street
H:\Cfipltal lmpmvement Rograrnw183-1 Jefferson Street Sdewalk Program\sWppp\swPPP Attachments.doc
~~
Attachment H Page H-5
Stonn Water Pollution Prevention Plan (S WPPP)
Jefferson Street
Location: 1
3883-1 Jefferson Street
H.\Cepilal lrnpmvemenl PrograrnU883-1 Jefferson Slreel Sidewalk ProgramWPpp\swPPP Allachments.doc
Attachment H
Page I
Storm Wafer Pollufion Prevention Plan (SWPPP)
Jefferson Street
Attachment I
Storm Water Management Training Log
Project Name: 3883- 1 Jefferson Street
Storm Water Management Topic: (check as appropriate)
0 Temporary Soil Stabilization 0 Temporary Sediment Control
0 Wind Erosion Control
Non-storm water
management R
Specific Training
0 bjective:
R Tracking Control
Waste Management and Materials Pollution
Control
Location: Date:
I nst ructo r: Telephone:
Attendee Roster (attach additional forms if necessary)
Phone I Name I Company I
COMMENTS:
3883-1 Jefferson Street Attachment I
H:\Capital Improvement RogramW883-1 Jefferson Strest Sidewalk RogramWP~PpP Attabments.dcc Page 1-1
Storm Water Pollution Pmvention Plan (S WPPP)
Jefferson Street
Attachment J
Subcontractor Notification Letter (Sample) and Notification Log
Contractor
Contractor Address
Dear Sir/Madam,
Please be advised that the California State Water Resources Control Board has
adopted the NPDES Statewide Storm Water Permit (Permit) to the State of
California, CA S0108758, Order No. 2001-01. The goal of the permit is
prevention of discharge of pollutants associated with construction activity from
entering the storm drain system, ground and surface waters.
The City of Carlsbad has developed a Storm Water Pollution Prevention Plan
(SWPPP) in order to implement the requirements of the Permits.
As a subcontractor, you are required to comply with the SWPPP and the Permits
for any work that you perform on site. Any person or group who violates any
condition of the Permits may be subject to substantial penalties in accordance
with state and federal law. You are encouraged to advise each of your
employees working on this project of the requirements of the SWPPP and the
Permits. A copy of the Permits and the SWPPP are available for your review at
the construction office. Please contact me if you have further questions.
Sincerely,
Water Pollution Control Manager
3883-1 Jefferson Street Attachment J
H:\Capital Improvement RopramU883-1 Jeffason Sbeal Sidewalk RogramWPpp\swPFP Attachments.doc Page
Storm Water Pollution Prevention Plan (SWPP)
Jefirson Street
SUBCONTRACTOR NOTIFICATION LOG
Project Name: 3883-1 Jefferson Street
USE ADDITIONAL PAGES AS NECESSARY
3883-1 Jefferson Street Attachment J
H:\Capital Improvement PrograrnU883-I Jeffmon Street Sidewalk PrcqrarnWPpRswppP Attachmf?nts.doc Page J-2
Storm Water Pollution Prevention Plan (SWPPP)
Jefferson Street
Attachment K
Notice of Discharge, Written Notice, or Order
To: , Public Works Construction Inspector Date: Insert Date
Subject: Notice of Dischame
Project Name: 3883-1 Jefferson Street
____
In accordance with the City of Carlsbad NPDES Statewide Permit for Storm
Water Discharges Associated with Construction Activity, the following
instance of discharge is noted:
Date, time, and location of discharge
Insert description and date of event
Nature of the operation that caused the discharge
insert description of operation
Initial assessment of any impact cause by the discharge
insert assessment
Existing BMP(s) in place prior to discharge event
list BMPs in place
Date of deployment and type of BMPs deployed after the discharge.
BMPs deployed seer the discharge (with dates)
Steps taken or planned to reduce, eliminate andlor prevent recurrence of
the discharge
insert steps taken to prevent recurrence
Implementation and maintenance schedule for any affected BMPs
insert implementation and maintenance schedule
If further information or a modification to the above schedule is required, notify
the contact person below.
Name of Contact Person Title
Company Telephone Number
Signature Date
3883-1 Jefferson Street Attachment K
H:\CaplU lmpmvement Program\388>1 Jefferson Street Sidewalk prOgramWP~ppP Machments.doc Page
Storm Water Pollution Pmvention Plan (SWPP)
Jefferson Street
CHECK IF
ADDRESSED
APPLICABLE
NIA IF NOT
X
Attachment L
Storm Water Pollution Prevention Plan (SWPPP)
and Monitoring Program
Checklist
COMMEKIS SWPP Section
100 SWPP Certification and Approval
CONSTRUCTION PROJECT: 3883-1 Jefferson Street
I X 100.1 NO1
X 100.2 Related Permit Conditions
X 200 SWPP Amendments
CONTRACTOR:
X
X
X
200.1 Amendment Certification and Approval
200.2
300 IntroductionProhct DescriRti on
Amendment number and date entered into
SWPPP - Amendment Log
X
X
300.1
300.2 Unique Site Features (narrative)
Project Description and Location (narrative)
X Project ScheduleMlater Pollution Control
Schedule (narrative or graphical) 300.4
X
X
X
X
X
1 X 1500.2 I Site perimeter I I
300.5 Contact Information
400 References
500 Body of SWPP
500.1 Objectives
500.2 Vicinity Map (narrative or graphic)
X
X
I 500.3 I ,
500.2 Geographic Features
500.2 General topography
I
3883-1 Jefferson Street
H:\CaDital Immvement PrwramW883-1 Jefferson Street Sidewalk RoorarnWPPPWVPPP Machments.doc
Attachment L
Page L-I
Storm Water Pollution Prevention Plan (SWPP)
Jefferson Street
300.5
500.6
500.6.1
500.6.2
CHECK IF ADDRESSED SWPPP NIA IF NOT Section COMMENTS
Name and phone number of person
responsible for non-storm water management
Description of post-constnrction BMPs
OperationlMaintenance of BMPs after project completion (including short-term funding,
POST-CONSTRUCTION
APPLICABLE
500.5
300.5, 600.1
600.1,
Attach. H
REPAIR
Name and phone number of person(s)
responsible for inspections
Complete inspection checklist: date, weather,
inadequate BMPs, visual observations of
BMPs, corrective action, inspector's name,
I long-term funding and responsible party) _-- - I MAINTENANCE, INSPECTIONS, AND I
500.7
500.8
title, signature
OTHER REQUIREMENTS
Documentation of all training
List of ContractordSubcontctors
100.1
I SECTION C: STANDARD PROVISIONS FOR CONSTRUCTION ACTIVITIES I
COMMENTS ITEM
Signed SWPPP Certification c.9, 10
CHECK IF
ADDRESSED NIA IF NOT
APPLICABLE
3883-1 Jefferson Street
H:\CapiCal Improvema! RogramU-3-33-1 Jeffe-son Street Sidewalk Program\sWPpp\swPPP Attachments.doc
Attachment L
Page
Storm Water Pollution Prevention Plan (SWPP)
Jefferson Stmet
~ CHECK IF ADDRESSED SwpP , NIAIFNOT Section
APPLICABLE
1500.6.1
I COMMENTS ITEM
Listing or Description of Postconstruction
BMPs
Additional Information
Inventory of materials and activities that may ollute storm water
Percent impervious (before & afier)
1-/300.3
I 1300.5
Construction activity schedule
Contact information I SOIL STABILIZATION (EROSION
CONTROL) 500m4.1
The SWPPP shall Include:
Areas of vegetation on site
Areas of soil disturbance that will be stabilized
during rainy season
Areas of soil disturbance which will be exposedduringanypartoftherainyseason
Implementation schedule for erosion control
measures
I I 500.3.4 I BMPs for erosion control I I I I 500.3.7 Y I 500.3.5
500.3.5
500.3.6
500.3.8 & 1 500.3.9 I 500.3.8 a 500.3.9
500.3.9
500.3.8 &
500.3.8 a
I I 500.3.9
BMPs to control wind erosion
SEDIMENT CONTROL
Descriptionllllustration of BMPs to prevent
increase of sediment load in discharge
Implementation schedule for sediment control
measures
BMPs to control sediment tracking
NON-STORM WATER MANAGEMENT
Description of non-storm water discharges to receiving waters
Locations of discharges
Description of BMPs
-
3883-1 Jefferson Street
H:\Cadtsl lmnovement RwramUBB3-1 Jeffwson Street Sidewalk Proaram\sWPPp\swPFT Attachments.doc
Attachment L Page L-3
Storm Water Pollution Prevention Pian (SWPP)
Jefferson Street
Description of Work:
Attachment M
Road Construction
Annual Certification of Compliance for the Construction Contractor
Project Name: 3883-1 Jefferson Street
Work Planned for Next 12 Months:
Contractor Company Name:
Road construction
Contractor Address:
Work Now in Progress:
"I certify under penalty of law that this document and all attachments were
prepared under my direction or supervision in accordance with a system
designed to assure that qualified personnel properly gather and evaluate the
information submitted. Based on my inquiry of the person or persons who
manage the system or those persons directly responsible for gathering the
information, to the best of my knowledge and belief, the information submitted is,
true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fine and imprisonment for
knowing violations."
Contractor Signature: Date:
3883-1 Jefferson Street
H:\Cll~ital lmptwemenl ProgramU883-1 Jeffersrm street Sidewalk PmgramWPPPBWPPP Attachments.dcc
Attachment M
Page
Storm Water Pollution Prevention Plan (SWPP)
Jeffenon Street
NPDES PERMIT No. CAS0108758 REQUIREMENTS I
CHECK IF
ADDRES
NIA IF NOT APPLICABLE I I 500.3 &
100 - 600
I 500.3.8 I
ITEM
SWPPP references and/or includes
permanent and temporary BMPs
SWPPP contains all elements required in the
I
H.1.b I I
llclL I l7.L.V State General Permit. CAS000002
SWPPP limits application, generation, &
migration of toxic substances
Implementation of adequate Erosion and
Sediment Controls after construction
Copy of the Notification of Construction (NOC)
SWPPP contains BMPs for mobile operations
(material production or recycling operations) including AC recycling, PCC Recycling,
Concrete Mixing, Crushing, 8 storage of
materials that are established by the contractor on the construction site or on other property specifically arranged for by Caltrans.
SWPPP applies to all areas that are directly
H .6
H.7
H.8.a
H.8.b
related to construction including but not limited
to staging & storage yards, material borrow areas, or access roads whether or not they
H.8.b
reside in CT RAN.
The SWPPP contains RWQCB WDR
requirements for projects that reuse Aerially
Deposited Lead. (Applicable only for projects
that reuse ADL soils.)
H .9
3883-1 Jefferson Street
H\Capital Improvement FTogram\3883-1 Jeff- Streel Sidewalk ProgramWpPp\sWPPP Altachmentsdcc
Attachment L Page L-5
Stom Water Pollution Prevention Plan (SWPPP)
Jefferson Street
Attachment N
Other Plans/Permits
3883-1 Jefferson Street
H:\Capital Improvement ProgramuB83-1 Jefferson Street Sidewalk Rogram\SWPMPPF' Anachments.doc
Reference:
Coastal Development Permit 02-1 1
Standard Specifications for Public Work Construction
Contract Documents
Project Plans
Special Provisions
Attachment N
Page
Storm Water Pollution Prevention Plan (SWPPP)
Jefferson Street
Approval by the City for the
Annual Certification of Compliance
Findings
I, and/or personnel acting under my direction and supervision, have inspected the
project site and the work described above and find as follows:
1. 0 YES
accordance with the SWPPP approved for the project.
NO - Storm water polluiion control measures are being implemented in
2. 0 YES 0 NO The project site and activities thereon are in compliance with the
Caltrans Statewide NPDES Permit No. CAS0108758, and local NPDES permits, which
ever is applicable.
When both 1 and 2 above are checked “yes”, the resident engineer must complete the
annual certification below.
If either 1 or.2 above are checked “no”, the resident engineer must:
m File a notice of non-compliance within 30 days of identification of the
noncompliance;
Document follow up actions below;
Notify the contractor; and
8 Initiate corrective actions in accordance with the contract.
City Follow up Actions:
I cedi@ under penalty of law that this document and all attachments were prepared
under my direction or supervision in accordance with a system designed to assure that
qualified personnel properly gather and evaluate the information submitted. Based on
my inquiry of the person or persons who manage the system, or those persons directly
responsible for gathering the information, the information submitted is to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are
significant penalties for submitting false information, including the possibility of fine and
imprisonment for knowing violations.
CERTIFICATION BY CITY
Engineer’s Name and Signature Date
3883-1 Jefferson Street
H:\Ca~itsl ImmmWlt Rocrrarnu883-I Jefferson street Sidmvalk PmramWPPp\sWPPP AttachmentJ.doc
Attachment N
Page N-1
A P P EN D IX I' C I'
COASTAL DEVELOPMENT PERMIT
CDP 02-11
The City of Carhbad Planniug Department
A REPORT TO THE PLANNING COMMISSION
Item No. @
P.C. AGENDA OF: June 19,2002
Application complete date: March 21,2002
Project Planner: Michael Grim
Project Engineer: Shem Howard
SUBJECT: CDP 02-11 - JEFF’ERSON STREET SIDEWALKS - Request for a Coastal
Development Pennit to allow the construction of new sidewalks, reconstruction of
existing sidewalks, removal of diseased palm trees, and associated improvements
on selected segments within the Jefferson Street public right-of-way, between
Magnolia Avenue and Chinquapin Avenue, in Local Facilities Management Zone
1.
I. RECOMMENDATION
That the Planning Commission ADOPT Planning Commission Resolution No. 5224,
APPROVING Coastal Development Permit CDP 02-1 1, based upon the findings and subject to
the conditions contained therein.
11. INTRODUCTION
The proposal involves a Public Works project to remove and replace some of the existing
sidewalk segments within the public right-of-way of Jefferson Street, between its intersection
with Magnolia Avenue and its intersection with Chinquapin Avenue. Except for a small segment
near Anchor Way, sidewalks will not be removed or constructed along the west side of the right-
of-way north of Tamarack Avenue and along the east side of the right-of-way south of Tamarack
Avenue. This project also involves the removal of eleven diseased palm trees within the
parkway and the temporary removal and replacement of several fiont yard fences. Since the
project proposes construction within the City’s Coastal Zone, a Coastal Development Permit is
required. Staff has no issues with the proposal and recommends approval.
111. PROJECT DESCRIPTION AND BACKGROUND
The City of Carlsbad Public Works - Engineering Department is requesting approval of a
Coastal Development Permit to allow the reconstruction of existing sidewalk segments and the
construction of new sidewalk segments in the Jefferson Street right-of-way. As shown on
Exhibits “A” - “G,” dated June 19,2002, the segments to undergo work are:
The entire east side of Jefferson Street between Magnolia Avenue and Carol Place;
A 1 00-foot segment on the west side between Magnolia Avenue and Anchor Way;
The west side of Jefferson Street from Tamarack Avenue south to its intersection
with Citrus Place.
CDP 02-1 1 - JEFFERSON STREET SIDEWALKS
June 19,2002
Page 2
The project entails the removal of existing, damaged sidewalks and driveway aprons, and the
replacement of those features. The sidewalk will meander from being adjacent to the curb to
adjacent to the edge of the right-of-way at the driveway approaches. This design allows for
planting in the parkway, as well as adequate handicapped accessibility due to the reduced cross-
slope. The project also involves the construction of new sidewalks on segments where none
currently exist along the west side of Jefferson Street, south of Tamarack Avenue.
There are currently several mature palm trees within the parkway on the eastern side of Jefferson
Street, north of Tamarack Avenue. These trees were found to be diseased by a certified kborist
and must be removed. In addition, there are several front yard fences that will be removed
during construction and replaced in the same location. Temporary privacy fencing and noise and
dust control devices will be installed to reduce the construction impacts to existing residents. No
work is proposed along the Jefferson Street Elementary School frontage.
The Jefferson Street Sidewalks project is subject to the following regulations:
A. General Plan;
B. Local Coastal Program;
IV. ANALYSIS
The recommendation of approval for this project was developed by analyzing the project’s
consistency with the applicable policies and regulations listed above. The following analysis
section discusses compliance with each of these regulationdpolicies utilizing both text and
tables.
A. General Plan
Since the Jefferson Street Sidewalks project only involves construction within the existing public
right-of-way, there are very few elements of the General Plan that pertain to the proposal. The
relevant elements are the Circulation, Noise, and Public Safety Elements. Table 1 below details
how the project complies with these General Plan Elements.
CDP 02-1 1 - JEFFERSON STREET SIDEWALKS
June 19,2002
Page 3
The proposed sidewalk
design accommodates the
vertical and cross-grade
standards for handicapped
access.
Project construction
activities must conform to
the City’s Construction
Noise Ordinance (Chapter
8.48 of the Municipal Code).
Proposed curb, gutter and
cross gutter designs meet
City Standards for drainage
structures.
ELEMENT
Yes
Yes
Yes
Circulation
Noise
Public Safety
TABLE 1 - GENERAL PLAN COMPLIANCE
USE CLASSIFICATION, GOAL,
OaTECTIVE OR PROGRAM
A circulation system that promotes
alternative transportation such as
walking, bicycling and pubic
transportation.
Provide for handicapped access to
and along public sidewalks.
Review City operations to make sure
that noise generated by construction,
maintenance activities and street
sweeping minimize significant
adverse noise levels.
Require all proposed drainage
facilities to comply with City
“Standard Design Criteria.”
PROPOSED USE AND
IMPROVEMENTS
The replacement and new
construction of sidewalks
within the right-of-way
provides for greater
pedestrian circulation in the
area.
COMPLIANCE
Yes
Given the above, the Jefferson Street Sidewalks project is consistent with the various elements of
the City’s General Plan.
B. Local Coastal Program
The proposed sidewalk reconstruction and new construction project is located in the Mello 11
segment of the City’s Coastal Zone and is subject to the corresponding land use policies and
implementing ordinances. The policies of the Mello I1 segment emphasize topics such as
preservation of agriculture and scenic resources, protection of environmentally sensitive
resources, provision of shoreline access, and prevention of geologic instability and erosion.
There are no steep slopes or agricultural lands within the project area, therefore no impacts to
such will occur as a result of this Public Works project. The developed right-of-way does not
contain any environmentally sensitive resources or scenic resources. Very limited grading is.
proposed on the west side of Jefferson Street, north of Tamarack Avenue, to maintain drainage
and driveway access. No offsite erosion or sedimentation will occur since the project must
conform to the City’s NPDES permit requirements. The installation and improvement of the
sidewalks facilitate pedestrian access through the Coastal Zone.
With regard to the Coastal Resource Protection Overlay Zone (Chapter 21.203 of the Zoning
Ordinance), only limited grading is proposed and no steep slopes exist on the property, therefore
slope preservation is not an issue. In addition, the site is not prone to landslides or susceptible to
CDP 02-1 1 - JEFFERSON STREET SIDEWALKS
June 19,2002
Page 4
accelerated erosion, floods or liquefaction.. Given the above, the proposed Jefferson Street
Sidewalk project is consistent With the Local Coastal Program.
V. ENVIRONMENTAL REVIEW
The proposal involves the removal and replacement of existing sidewalks and the placement of
new sidewalks within the existing public right-of-way. The new construction of small structures,
including street improvements, is exempt from environmental review pursuant to Section
15303(d) of the State CEQA Guidelines. The replacement or reconstruction of existing facilities
is exempt from environmental review pursuant to 15302(c) of the State CEQA Guidelines. A
Notice of Exemption will be filed upon final project detennination.
ATTACHMENTS:
1.
2. Location Map
3.
Planning Commission Resolution No. 5224 (CDP)
Exhibits “A” - ‘%,’, dated June 19,2002
MG:cs:mh
SITE
JEFFERSON STREET SIDEWALK
CDP 02-11
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
PLANNING COMMISSION RESOLUTION NO. 5224
A RESOLUTION OF THE PLANNING COMMISSION OF THE
CITY OF CARLSBAD, CALIFORNIA, APPROVING
THE CONSTRUCTION OF NEW SIDEWALK SEGMENTS,
RECONSTRUCTION OF EXISTING SIDEWALK SEGMENTS,
REMOVAL OF DISEASED PALM TREES, AND
ASSOCIATED IMPROVEMENTS ON PROPERTY
GENERALLY LOCATED WITHIN THE JEFFERSON STREET
AND CHINQUAPIN AVENUE IN LOCAL FACILITIES
MANAGEMENT ZONE 1.
CASE NAME: JEFFERSON STREET SIDEWALKS
COASTAL DEVELOPMENT PERMIT CDP 02-11 TO ALLOW
PUBLIC RIGHT-OF-WAY, BETWEEN MAGNOLIA AVENUE
CASE NO.: CDP 02-1 1
WHEREAS, the City of Carlsbad, “Developer/Owner,” has filed a verified
application with the City of Carlsbad regarding property described as
Portions of the public right-of-way for Jefferson Street, from
its intersection with Magnolia Avenue to its in,tersection with
Chinquapin Avenue, City of Carlsbad, County of San Diego,
State of California.
(“the Property”); and
WHEREAS, said verified application constitutes a request for a Coastal
Development Permit as shown on Exhibits uA” - “G” dated June 19, 2002, on file in the
Planning Department, JEFFERSON STREET SIDEWALKS - CDP 02-11 as provided by
Chapter 2 1.201.040 of the Carlsbad Municipal Code; and
WHEREAS, the Planning Commission did, on the 19th day of June 2002, hold a
duly noticed public hearing as prescribed by law to consider said request; and
WHEREAS, at said public hearing, upon hearing and considering all testimony
and arguments, if any, of all persons desiring to be heard, said Commission considered all factors
relating to the CDP.
NOW, THEREFORE, BE IT HEREBY RESOLVED by the Planning
Commission of the City of Carlsbad as follows:
A) That the foregoing recitations are true and correct.
_- ,* 1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
B) That based on the evidence presented at the public hearing, the Commission
APPROVES JEFFERSON STREET SIDEWALK - CDP 02-11 based on the
following findings and subject to the following conditions:
FindinFs:
1.
2.
3.
4.
5.
6.
7.
That the proposed development is in conformance with the Certified Local Coastal
Program and all applicable policies in that there are no steep slopes or agricultural
lands within the project area; the developed right-of-way does not contain any
environmentally sensitive resources or scenic resources; and no grading is proposed.
The proposal is in conformity with the public access and recreation policies of Chapter 3
of the Coastal Act in that the project entails reconstructing existing sidewalks and
providing new sidewalks within the Coastal Zone, thereby improving pedestrian
access through the area.
The project site is not located in the Coastal Agricultural Overlay Zone, according
to Map X of the Land Use Plan, certified September 1980, and therefore is not
subject to the provisions of the Coastal Agricultural Overlay Zone (Chapter 21.202
of the Zoning Ordinance).
The project is consistent with the provisions of the Coastal Resource Protection
Overlay Zone (Chapter 21.203 of the Zoning Ordinance) in that no grading or
development is proposed; no steep slopes exist on the property; and the site is not
prone to landslides or susceptible to accelerated erosion, floods or liquefaction.
The project is not located between the sea and the first public road parallel to the
sea and, therefore, is not subject to the provisions of the Coastal Shoreline
Development Overlay Zone (Chapter 21.204 of the Zoning Ordinance).
The project is not located in the Mello I segment of the City’s Coastal Zone and
therefore is not subject to the provisions of the Coastal Resource Overlay Zone
Mello I Segment Ordinance (Chapter 21.205 of the Zoning Ordinance).
That the Planning Director has determined that the project belongs to a class of projects
that the State Secretary for Resources has found do not have a significant impact on the
environment, and it is therefore categorically exempt fiom the requirement for the
preparation of environmental documents pursuant to Sections 15302(c) - Replacement
of Reconstruction and 15303(d) - New Construction of Small Structures of the State
CEQA Guidelines. In making this determination, the Planning Director has found that
the exceptions listed in Section 15300.2 of the State CEQA Guidelines do not apply to
this project.
Conditions:
Note: Unless otherwise specified herein, all conditions shall be satisfied prior to approval of
improvement plans.
1. If any of the following conditions fail to occur; or if they are, by their terms, to be
implemented and maintained over time, if any of such conditions fail to be SO
implemented and maintained according to their terms, the City shall have the right to
PC RES0 NO. 5224 -2-
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
’ 26
27
28
2.
3.
4.
5.
6.
revoke or modify all approvais herein granted; deny or further condition issuance of all
future building permits; deny, revoke or further condition all certificates of occupancy
issued under the authority of approvals herein granted; institute and prosecute litigation to
compel their compliance with said conditions or seek damages for their violation. No
vested rights are gained by Developer or a successor in interest by the City’s approval of
this Coastal Development Permit.
Staff is authorized and directed to make, or require the Developer to make, all corrections
and modifications to the Coastal Development Permit documents, as necessary to make
them internally consistent and in conformity with the final action on the project.
Development shall occur substantially as shown on the approved Exhibits. Any proposed
development different fkom this approval, shall require an amendment to this approval.
Developer shall comply with all applicable provisions of federal, state, and local laws and
regulations in effect at the time of building permit issuance.
This project shall comply with all conditions and mitigation measures which are required
as part of the Zone 1 Local Facilities Management Plan and any amendments made to
that Plan prior to the issuance of building permits.
The applicant shall receive approved improvement plans for this project within two (2)
years of approval or this coastal development permit will expire unless extended per
Section 21.201.210 ofthe Zoning Ordinance.
Developer shall submit and obtain Planning Director approval of a Final Landscape and
Irrigation Plan showing conformance with the approved Preliminary Landscape Plan and
the City’s Landscape Manual. Developer shall construct and install all landscaping as
shown on the approved Final Plans, and maintain all landscaping in a healthy and thriving
condition, free fkom weeds, trash, and debris.
Code Reminders:
7. Approval of this request shall not excuse compliance with all applicable sections of the
Zoning Ordinance and all other applicable City ordinances in effect at time of building
permit issuance, except as otherwise specifically provided herein.
NOTICE
Please take NOTICE that approval of your project includes the “imposition” .of fees,
dedications, reservations, or other exactions hereafter collectively referred to for convenience as
“fees/exactions.”
You have 90 days from date of final approval to protest imposition of these fees/exactions. If
you protest them, you must follow the protest procedure set forth in Government Code Section
6602O(a), and file the protest and any other required information with the City Manager fo.
processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely
follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or
annul their imposition.
PC RES0 NO. 5224 -3-
I
I
1(
11
1;
1:
14
I?
16
17
18
19
20
21
22
23
24
25
26
27
28
ou are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions
DOES NOT APPLY to water and sewer connection fees and capacity charges, nor planning.
zoning, grading or other similar application processing or service fees in connection with this
project; NOR DOES IT APPLY to any feedexactions of which you have previously been given a
NOTICE similar to this, or as to which the statute of limitations has previously otherwise
expired.
PASSED, APPROVED AND ADOPTED at a regular meeting of the Planning
Commission of the City of Carlsbad, California, held on the 19th day of June 2002, by the
following vote, to wit:
AYES: Chairperson Trigas, Commissioners Baker, Dominguez,
Heineman, Segall, White, and Whitton
NOES: None
ABSENT: None
ABSTAIN: None
q-&L !
SEENA TFUGAS, Chairpersd
CARLSBAD PLANNING COMMISSION
ATTEST:
MICHAEL J. HOYZMILMR
Planning Director
PC RES0 NO. 5224 4
NOTICE OF E*PTION e
To: County Clerk From: CITY OF CARLSBAD Planning Department
1635 Faraday Avenue
Carlsbad CA 92008
FDLED County of San Diego
Mailstop 833, Attn: Wendy G160m J.sm, RmrdorlC~mfC(Mk
PO Box 121750
San Diego CA 921 12-1750 JUN 26 *Oo2 (760) 602-4600
Subject: Filing of this Notice of with Section 21152b of the Public
Resources Code (California Environmental Quality Act).
Project Title: Jefferson Street Sidewalks - CDP 02-1 1
Project Location - Specific: Jefferson St right-of-way, between Mamolia Ave and Chinauauin Ave.
Project Location - City: Carlsbad Project Location - County: San Diego
Description of Project: Coastal Develoument Permit to allow -t& construction of new sidewalks.
reconstruction of existing sidewalks. removal of diseased uaim trees, and associated immovements
on selected segments within the Jefferson Street Dublic right-of-way
Name of Public Agency Approving Project: Citv of Carlsbad
Name of Person or Agency Carrying Out Project: Citv of Carlsbad
Name of Applicant: Citv of Carlsbad Public Works Deuartment
Applicant's Address: 1635 Faraday Ave. Carlsbad CA 92008
Applicant's Telephone Number: (760) 602-2720
Exempt Status: (Check One) 17 c] 0 a 0
Ministerial (Section 2 1080(b)( 1); 15268);
Declared Emergency (Section 2 1080(b)(3); 15269(a));
Emergency Project (Section 2 1080(b)(4); 15269 (b)(c));
Categorical Exemption - State type and section number: 15303(d) and 15302(c)
Statutory Exemptions - State code number:
e
ikeasons why project is exempt: Construction of small structures. and reconstruction and
reulacement of existing facilities.
Lead Agency Contact Person: Michael Grim Telephone: (760) 602-4623
If filed by applicant:
1.
2.
Attach certified document of exemption finding.
Has a notice of exemption been filed by the public agency approving the project?
APPENDIX I'D"
UNDERGROUND UTILITY
REQUIREMENTS
JEFFERSON STREET UNDERGROUND UTILITY REQUIREMENTS
This package contains the construction requirements and specifications for the
construction of the underground electric, telephone and cable television systems
for the Jefferson Street project in the City of Carlsbad. The documents in the
Appendix apply to City of Carlsbad Drawing No. 401-7 and 401-7A under
Contract no. 3883.
Included are general specifications and construction requirements, and utility
standard pages and exhibit drawings.
ELECTRIC UTILITY - SAN DIEGO GAS AND ELECTRIC
Work Order No. Electric: 2747231
The Contractor will perform all trenching, excavation, backfilling and compaction,
and will furnish and install all distribution conduits and substructures required.
This will be done in accordance with SDG&E's General Conditions and
Specifications. The Contractor is responsible for mandreling all conduits and
installing pull ropes. The Contractor is responsible for all traffic control as well as
removal and replacement of any asphalt, curb, gutter and sidewalk required.
The Contractor is responsible for all work and material required to complete the
installation of the under ground electric facilities under the electric extension
rules.
Contractor shall arrange for pre-construction meeting by calling San Diego Gas
and Electric Operations Assistant at 760-432-5822 (North Coast Projects).
Inspection by San Diego Gas and Electric required at the: trenching, conduit
installation; conduit mandreling, backfilling and inspection; substructure
installation; and completion stages. Contractor shall provide San Diego Gas and
Electric Company written notice two weeks prior to the proposed trench date
stating proposed start date. A copy of the correspondence shall be provided to
the City Inspector.
TELEPHONE UTILITY - SBC
Work Order No. DB-8890T
The Contractor will perform all trenching, excavation, backfilling and compaction,
and will furnish and install all telephone conduits and substructures required.
The contractor is responsible for mandreling all conduits and installing pull ropes.
This will be done in accordance with SBC's specifications. The Contractor is
responsible for all work and material required to complete the installation of the
underground facilities required by SBC.
CATV - ADELPHIA COMMUNICATIONS
Work Order No. 341E3J
Adelphia Communications will provide their own conduit in the joint trench
provided by the Contractor. Refer to the SDG&E underground standard pages
3370.1 to 3370.6 that show underground distribution trenches and utility
positioning.
The Contractor is responsible for all work and material required to complete the
installation of the underground cable television facilities as required b Adelphia
Communications.
W ?
W 0 rl rl
m .. B .. wo oil am m
i 0 rn w
i
I
l- rl N I
CI rl N
W * 0 rl I
m
0 rl m
m * m 4
c5 01 *
rl
0 rl
W
01 rl N N 0
0
u 0
X
n
u, rl I W
N 0 0
:I I
I
I I
I
I
I I I I I
I
I I
I I
I I
I I I I
I
1
I
I
I I
I I
I I
I I
I
I I
I I
I I
I I
I
I
I I I I
1
I
I I I
I I
1 I I I
I I
I I I
I I
I I
I
I I I ii i
00 I E!!:
I
I I I
I I I
I I
I
I I
I I
I I I
I I
I I
1 I I
I I
I I 1 I I
1 I
I I
I I
I I I I
I I
I I
I I
I
I
I I
I
I I
I I
I I
I I
I I
I
I
I
I I
I
I I
I I
I
I I
I I
I I
I
I I I I
I I I
I
I I
1
1 I
I I I
I I I I Im
1 ;$
I IY
lW Ip:
BY Ip:
I\
:g
:E
I
I q
la I I I
I I
I I I I
I I
I I
I
I I
I
I
I I
I
I
I I
I I I I I I I I
I I
I I I
I I
I I
I
I
I
I I
I I I
I I 1 I I I
I I
I I I I I
I
I
I
I I
I
I
I I I
I I
I I
I I I
I I
I I
I I I I
I I
I I
I I
I I
I I
I I I
I
I
I I
I I
I I
I
I I
I
I
I I I
.. 0 H Lo
I
1 CI I I
I
l-I rll NI I
I
I
I I I
I I
I I
I
I
I
I I
I I
I
I
I 1 I
I
I I I I I
I I 1 1 I
I I I I
I
I
I
I
I
I I I
I I
I I
I I
I I
I I
I
I , ,
i 0
U U 4
B a
rr:
rr: E p1
U
H m 0 U
N N Q In I N m *
0 E
Q 0 0 PI 01
2 m rn i
4 m
2 m tn i
W rl 0 m
tn P Y a
;
H U H a h m H n
2 - c
I Wl
*I 01 rll II
0
I I I
I
I I
I I I I.
1
I I I I
I
I
I I
I I I
I I I
I I
1 I
I I I
I
I
I I
I
I I
I I I I
I
n W
u1 n
W
e
3
W
01 m I W m W
m
E 0 la &
!! 0
9 PI
E
n 8
%
B a H m W CI
I 0 I
I dPl0 I 0 I
c5 m I to m
1
1 I
I
I I
I I
I I
1 I
I I
I I
I I
I I
I I
I
I
01
01
01
01 mI .I
I 88: z2 : WW ; bL LL I
I I tan I ao I 1 I
I
1
00 I I I
*I 011 ml
Y)I
I I 01 01
01
01 FPI .I
011 -1 ml
In1 I
!E .. 1 Nrl I 00 I I
t3 B
0 .. I I I
01 01
01 01
01 .I
u)l WI mI ml
I
v1 v1 a n
E
i
0
w 0
m ..
8
cn m 02
m1
.. E U
P CJI 8
N N m Ln I
N m v .. E
E 0
m 0 0 N cn
8 3 i
9 d m 3 m ii
w 4 0 m
m ..
H E!
!4
E E
..
H
m H 0
I 1
11
id!
I
I1 nI I
.. I G; I E;
HI
00000000000 0 00000000000 0 00000000000 0 00000000000 0 ooooor4oooor4 0 ..e........ . wwwwwcnwwwwcn w wwwulw~~ww~w w mmmmmmmmmmm m
iru
im Id
Im I I I
I
I I I I I I I 8;
EI
&I
n;
HI
HI
COI IxI
I I I
I
I
I I I I I
I I
I m
Y
0 2
pll
c- .
I I
I I
.I I
I I
I I
I I
I3 W W
w
II
I'
I1
11 I1
IO 1 I .. I
I II 11 v1 ul c4 CI
II II IW I IO I
I .. I ;a I IO I Ih I
I I I
I I
I I I I
I 1
I I
I I
rl 0 0 I 0 v!
-I
I .. I
I
I I I I 1 I I I I I
I
I I I I I
I I I I
r)
0 z w W 2
I1 11 I I I I
II I I I I
II I I I I m dld N N I NI I
.I.. . I .I I .I I I ml
mc \ I 14 Id1 v mlN N m 101 tz tzld d l- lNl in m1m m m I\ - + z in imim m m 1-1 mim m m +-+ +-+ + dPII I I1 I I I
-+-+ +-+ + + + +
NN imi
PI 4 I
m1 z ;.
I I I lu u u u uiu u ui
:E E d a ars E $T + + 10 0 d d dl0 + 0 dI
im m im m I I I I
I I I I I I + + +
W m m m I W
W m ..
11 I
11 I -+-+ +-+ +
I1 11
I1
I1 I1
I1 B 0 1
5 in
I
\ 8 8
1 m
w :: 5 W m
.. II
5;
1
8
0 m
W
co
W I cy
d m m
w
3
B 0 E
$i
5
B 8
3
w
,:
3
m
m n
N
d I
u W in
% m
,: z H
W m n
m n w
0 m
m I d
2 B m
p: w
W m n
0
0)
m cl w
N
rl I
0
5 p:
W 0
m
m m
(I) Ln d d
E K f3
d m N r- v tz N
P; B 0
2 B
N I d
I
???? HHHH
I I I I I I I I I I I I I I I Old IN 1m 1- I Id dld Id Id 1 0 IO IO IO IO I 1 I I I I I I I I I
m 0 0
I
I I I I I
I I I
I
I I I
I
+
+
I
I
I I I
I I
I I
I
1 I
+
I1 .In I I
I I I I
I I Id N N N I m I.. . . Iul IN N m m Id Id d F P IP im m m m im m m m ,+ +- I8
I I
Iu u u u uiu u ,+ +- I I
111
111 111 imimi m d I.I’.I In -
ldld(1 d m 10101 l- F
ININ1 CO m ldldll b m .+-+-+ Ill
FINN
ddP mmm mmm
...
NCV~
uuuu uuuu
.+-+-+
Ill lM&l I IiliCOl I 111 l0WlUlU u u UIU u u UlUIUlU u u:u u u u ulu UI I I I
irl d rl io oi I I I I lW Wl
I I
I I +- -
I I I
I
I I I
I I I
Ill
111 Ill 111
111
111 Ill I11 PI I I
111 gI I I
I1 I I 11
111
U w CO
% m
u W cn
% m
p: w
W m
n
m
m
0
n w
m I rl
U W cn
B
w
n
W m
p:
d N
0 OI
m n w
ri I d
kl I I
.. w
W m
n
m 0
a n w
m I rl I1 I1
I, , a
iEi
II
I1
I1 I1
I II IQ I I I I I I I
I
.. . I -+-+ + + +
+ + -+ rnl Idlv) In d d rl10 0 TI d 410 0 d d dl
It- t- im 00 100 00
m10IrXi I I I ID1 11 I I
OI I-+-+
&;E& I 1 I I I
I I
1
1 I I
I I I I I I I I I
I
I I I I
I
I I I I I
I I
I I
+-+ + + + I-
I
I I I I
I I I
I
I I
I
I I
I
I I I
I I I 3: 8: I I
I I I I
I
I I I I
I-
I ~n IH I I2 l-
I IEt
IB I- j %U
I !% l-
I1 I1 11 11
I1 I1 I1
I1 I1 I1
I1 B
B i9
G
i3
!2
a
fx
0 u
3
m
m
Z
n
H
N
rl I
I
1
I I I
I I I
1 I I
I I I
I I I
I
I I I I I I I
I I
HI
Nl
21
I
I Ut
a1 2I
!2; &I
I E;
I
;s I I I I
I I m1m dld 010 I
I I 10 cm 10 I
I
I
1.4 IN 10 I
I
.I
I I I I
I I I I
W rJl cn m
m
I ID
W .. E
E 0
5; I I1
' iw cnI0 cnl
;b I I
I I
I 14
IZ I\
N
P m
m m .+
I
:uuuuu
I I
I Cs!
I I I
iu u u u uiu u u UI + + + + + -+- ZpI I I I I I I &Lo f
-
gX&u uiu u u u uiu u u u uiu u u u uiu u u u:
I 81
pi -A-
I
I I I
I
I I I
I
I I I I I I I I
1
B * m
5
!2 8
2
8
p:
w m
A H
N
rl I
3
B
% m
!2 8
2
8
w m
A H
N I d
rl N rl N
0
1'9 . 10 I I ..
I 1
I I I I I
I
I I I I I I
I I I I 1
I I
I I I I I
I I I I
I I I
N
0 z
w 0 8
I w: : $I I El
I I I I
I I I I I I
I
I I I I I
I
I I I I I
I I I I I I I I I I
I I I I I I
I I 1 I I I
I I 1 I 1 I I
I I
I
I
I I I I
:z
:E :e
I+ IP
.. W 3 ig i
; pz 10 I I
I
I I
I Wlm I
I a10 I
1-+-1 10 I
IgSI.4 I
I6 I; ;
I 010 I I Ut. I I Ul10 I I AI10 I
10 OI m m I 10 m 10 .. !2 8 pc
I ’I* ; I -+-
-. - I@
E3 !@
GF E& ;$ rnl I Ex ?I 4w* I 85 j
I I
I I I I I
I I I
I
I I I
I I I I I I I
I I I
I I I
I I I
I
I I m I VI I 10 I r- 1 tY I pc I I I I I I
I I I I
I I I I I I
I I I I I I
I 1 I I I I I
I I
-. . 1-+-1
1-+-I * m
1-1-t
I-+-# I
.. 2
I DIP I rll Alrn I 0 I- +-I I 8:
..
io 00 0
10 00 0
10 00 0 IO 00 0 IO 00 0 I. ..
u uu v
.. * m
I I I I I I
I I I I
I I I I I
I I I I
I
I I
I mm I Pal
5% i
ma I I I I I 1
I-
ll 41 I I
I I I# ig
r5;
I I I I I
I I I I
I
I -.
I ra I
I
I I-- I ra I
I I-.
W o\
m I W
m
m d .. B
i2 0
. --, I
I I
I NN
Nm I rlpI a Id I
Iv) Im mm I I---+ I I IO 0 0 01 0 0 01 0 0 01 0 0 01 0 0 NI I 010 I UI * I UtW W w o\I W W Wl m m ml I-+ I
!g i I .. I Wld I82 In; IE cm mm I
I
I 0%
.. .I
I I
I 6:
I I IN Id Im Im
I
I 2: -+ ?? ? HH I4
I I I I
I I I I I
I
I I I I I I
I I I I
I
I I I I
I I I I I
I
t I I I
I I I I
I I I I I I I
I I I I
I I
I I I I
I I I
I I
I
I I I
I I I I 1 I
I I I
I I I
I I I
I I I I
I I I I
I I I 1
I I I
I
I I I I
I I I I
I
I I I I I
I
I I I I I
I I I I I
I I I 1 I I I
I I I
..
.. 2i
.. z
161 I
-+-
I
1 I I -I I
I I I I I I I 01 mt I 8: rn
.. b B rn
-P 0 0 .. z
s
I t
I I I I I I
I I I I 1
I I I I I I
I I I I I I
1 I I I I I I
I I
I I
I I I I
I I I
I
I I
I
I
m rl 0 N 2
..
..
I' -1
I I I I I I I
I -1 I I
I
.I rnI
dl 01 NI *I -I
01 01 01 01 01 -1 \DI WI mi .-
u:
-1 I
-1
I rld I
I I I -1 I I I I I
I I
I- +- I
I #I raI
I 01 NI
I El NI I rnl mc 1-+-1 I urn ; I E:& I
I E:
I- +-I I I : "8 i ni I I-
I I
I I I I I I I I I I I I I I I
I
I
I I I I
I I I I I
I I I I
I
I I I I I I I
I I
I I I I I I
I I
I I I
I I
I I I I
I I I
I I I I
I I I
I I I I 2; lnl WI PI N1 a1 I
I I I I I
I I I I I I I I I I I
I
I I I
I
I I I I I I
I I
.. * c9
..
2l
I Hi
I ISIn I I I
L4 si3 WH HB nu
8
a& mrn z
I
co rn a n
.. I .. I
I I
I
I I I
I I UlI FI
I
I
I 81
I
I I I
I I I
I I I 1
I I
I XI Bl p: AI I El wo I u
rnN I
dl I
I
I I I I
I I I I
I
I I I 1 I I
I
I I I I I
I I .I I
I
I $i 62
gI
8;
cot WI I31
Ei ;:
3:
2;
8:
si
z:
01 VI I
HI
01
I I I I I I
I I I I I I
I I I
I I I I I I I I I I
I I I
I I I I
I
I I I
I
I I I
I
I I I I
I
I
I I I I
I
I
I I I I
I
I I I
I I I I I I
$ a
a
F i3
I I
I I I I
I I I I
I
I I I I
I
I I I
I I I I I
1
I I I I
I
I I I I
I
-1
I
I I .. 1 rl CVN CV I
CV CUm m I r( rlP r- 1 m mm m I m mm m 1 I
00 0 01 00 0 01 00 0 01 00 0 01 00 0 CVI
LDU) tD m1 tD\D LD tD1
.. -1 8;;
VILD 9% mm m Icll -& I
-A- I
-+ I
I I I
I I I
I I
I I I
I I I I I
I I I I I I I
I I
1 I I
I I I
I I I
I
I I I I
I
I
IN Id Im Im I
rn: w WI sr
m
W
8
El
w GI P
N d m m
F
3
I
- II I
E v1 H 0
d 0 .. E B v1
r- 0 0 .. 2 R
s s
U)m mcr I NO *OD I crm om I CUtD CUd I tDm CVCU I dN mm I
I I I
I I I
I I VJI w1 El 8:
I
I I I
I I I I I
I
I 8:
I El
F 8
8 H E-c B z” 8
2 E
B
B
E w H X w
u u) 8
1 I I
I I I I
I I I I I I
I I
q
I I I I
I I I
I I
I
I I I I
I I I
I
I 1 I I I I
I I I I
I I I
I
I I I I I I
I I I I
I I I I
I
I I I I
I
I I I I
I I I I I
I I I I
I I I
F 8
* m
n N 0 I I I I I I I I
I
I
I
I
I I I
E A .. E 4 z
Lr 0
QI 0 0
z E
s 8
ID or or m 1 ID m ID
.. ..
I I I
I NN I d
N lvm I d dl- I m mm I m mm I
..
I 0 0 0 0; 0 0 0 01 0 0 0 01 0 0 0 01 0 0 0 NI
I II Ii * m
.. I
ddd d rld CUI I I I I I
I
IN Id Im Im
I I I I I I I
I I I I
I I I I I I I I I
I I I I I
I I I I
I I I I I
I I I 1 I I
I IoiI
* m 0 I 0
I
I
, , - ,
Ill I I"; 1411~1 imr I
I I I I I I
I I I I I I
I I
I I I
I I I
I
I I I I I I
I
I I I I I
I
I
I I I I I
I
I I I I
I
I
I; I
I
I I
I I I I
1 I I
I I I
1 I I
I I I
I I I I
I I I I I I I
I
I
I
I I I I
I
1
'I
I I I
.I I
I I I
I
I I I I
I I I I
I I I
R E w
U i
.. F 8
,-. - - . I 1 I I I I I I
I
I
I
I I
I
I I I I I I
I I I I
I
I Bi 52
101 WI
I 8; E: E:
q
2: 8:
SI gr
21
5q
I
I I I
I I I I I
I I I
I I I
I I I
I
I I I
I I I I I I I I I
I I I
I
I I I
I I I I I I
I
I I I I I
I I I I I
I I I I
I I
1 I I I I I I
I I
I I I I I I I I I
I I I I
..
I I ICI I
I I
W m m Fl I W W W .. E E 0
0 001 0 001 0 001 0 001 0 001
I I I
I I I I I
I
..I
I
-4. I
..
$( m
J I I I I I
I I I I I
I
+ - I I I
I I
I
I I I
I I I
I I
I
I I I I I I
I I I I
I I I I
1 I I
I I
I
cI1 cn a n
d 0 ?
II
.. 2i
0 Ln w Hm om I E .. I
;
I I I I 1 I I I I I I I I
I
I I I I
..
io 0 0 0; 0 0 01 0 0 01 0 0 01 0 0 NI
ID ID WI
.I .. E:; 010 VI * UIU, ID ID mi
4:% m m ml
.. * m
-& I
.. I .. I -+ I
I I IN Id Im im
gr
Irn IEW rg Ld
I
I I I I I I
I I I
I I I I I
1 I I I
I I I I I I I I
I 1 I I
I
rn ._
(I) a n
m
I I I I I I I I-
N I d
I I I I I
I
I I
1 I I I I
I
I I I
I# 1g IU
l-l 0 0 I 0 In w p
b
22
no
rnm &O
ON O\ DIN
Izo I- I IC2 IH
I-
I ta in
I
I- i E: I-
?? ? Htl H ? H
. .. . II
I
tn
v) a n
rl 0 0
I 0 ln w bu, Ou,
4w ZO
mm &O 1\ mw ON O\ -3 N 20
..
1
iooooo I 100000 I 100000 I 100000 I 817 ... I 9:z:%: I
I
uim cn m m m I
-+
UI -+ I
I I I
I I I I I I
I I I I I I I I I
I I I I I I I I I I I I I I
I I I I I I
I I
ri I-+ I 01 I nl I I .. I u I
uw
Q B
I I I I
I I I
I I I I I I I
I I I
I I I
I I I I
I I I
I I I I I I I I I I I I I
I
I
I I I I
I I I I I I I I I
..
n 5
.. w m
mS
-I
I I I
I I I
-1
I
I
I I I I I
I -1 I I I I I I
I
I I
.. F 23
I
I I I I
1m1G 1 < m ~cniw I z m I m I-+ I
Ill 100000 I 0000 I I Iwl 1000001 I I~INNNNNI I..) ut. . . . . I
\owww I
1:: p 0 0 0 0
I I I I
I I I I Ei 01
Z!
I I I I
I
I
I I I
I I I I I I
I
I
.- I..IOI
I I1
I
I
I
I I lo, Irn la,
IV) * d
I3 ..
Eil' 0
E
rl m N r. d l- N ..
I I I
I
I I I I
I
I I I
Q) W I- -$ d In
d 0
E-c B 10
tj
d ri 0 .. z
3
rl 0 0 I 0 m
Em r
.. 2
I
I
I I I I I I
I I I
I
I I I I I
Iz It,
I-
I
I\ ‘4 fa
cv
m I- m m
iooooo 100000 100000 100000 IN(YNcvcv I.....
+ I
I
1 U
IU I CnlZI mi I
+ - I I
I I I I I I I tn1 Wi HI
E
8
E tn
.z
1
1-
E
li! w
0 U
Ill
I1
d 0 0 I 0 In W Em
..
00000 I 00000 I 00000 I 00000 I N(VNN(V I
QIoIoIoloI I IDIDIDIDID I mmmmm I I
..... I
w:
I uuwuu;
I
I I I I I I I I
I
I I I
I I I I I I I I I I
I I 21
HCY I
ZH f
NWf
&E I
!28:
I
3 ad I
I
g;
01 ut I I
a: HI ni
- I
I I I I I
I
I I I I
I
I I I
I
I I I
I I I I I I I I 1 I 1
I
I
1.
I
1 I I
I I I I I
I
I I I
I
I I I
I
I I I
I
I I I I
I
I I I
I
I I I I
I
I I I I
I I I I I
I I I I I
I
I I I I I
I 1 I
I
I I I
..
$I m
..
$( m
I 141 I
0 .. 2 cr:
W 0 .. 8
m
03 VI d rl
m
.. E
0 Et
rl
N r- d c- N
m
.. 1 0
k4
P
E &
G
5
!2 8
3
8 w
p:
3
11)
N I rl
8 B
P
sr m
m
!2
3
8 E
T
0 U
3
ul
rl
I I
I I I I I I
I I I
I I I I
I I
I 8:
I I I I
I I I I I I I I
I
I
I I I 1 I
I
I
I I I I
I
I
I I I
I
I
I I I I
I
I I I I I I I I I I I
I 1 1- I I 1
I I I I
I I I
I I
I
I I I I I I
I I I
I I I
I I I
I I I
1
1 I
I I I I
I I
I I I
I
I I I I I I I I I I
I I I I I I
I I I I I
I I I I I I I
I
..
I ..
W m cn
m
m
I W
u) .. E z 0
I I I I I I I NI .I m1 PI \ mi mi -
0 0 0 0 N
cn W m
0 0 0 0 N
u) W
cn
0 0 0 0 N
cn u) m
0 0 0 0 N
m W m
I I I I
I
I I I I
I
-+ I
-+ I
E!
%
2
m
!2 8
2
8 E
W rn
N I rl
I fir
I I I I I I I I
I I
I I I I I I I I
I I I I I
I
I
I I I I I
I I I. I
I
I I I
I
I
I I I
I I I I I I I
I I I
I I I
I I I
I I I
I I I
I I I
I
I I I I I I
I I
I I I
I
I I I I I I
I
I I I I I I I I
I I I I
I I I I
I
1 I I I
I I I I I
I
I
I I I I I
I
I I I I
I I I I I I
.. 2
* PI 8
CR 34
E
W tn ul n I W 0 W .. !2
E 0
I 1- - . ._. 11; I
I I I I
I
I I I I
I
I
A z \
I
00000 I 00000 I 00000~ 000001 NCUNNN I ..... I
I .u 1
g&J u u u u ; jj I
I-+
Ill r-i I I ..I
__
I I I
I I I I I
I I I I I I
I I I
I I I
I I I I I ZI
Z-: HN I
NW 1
I $2 i
i
LJI &E I
!28 I 01 ut
I
I E:
9: - -+
hlH H H H H
I I
I I I I I
1 I I I I I
I : uw
I 4a I"8
: %p I 13 OB
I I I
I I I
I
I
I I I I I I
I
I I I
I
I
I I I I
I
I
I I
I I I I
I
I I I
I I I I
I I I I
I I I I I I I
I
I I I
I I I
I I I
I I I
I I
I I I
I
I I I I I
I I I
I I I
I I I
I I I I I
I I I I I
I I I
I
I
1 I I
I I I I I
I I I I I
I I I I I
I
I I I I
I I I I
1 I I
I I
2
.. * m
I1 rl I I..
1 I L I I I
I I I
I I I .I I I
I I I
I I I
I I I
I
HI ZI
5,:
Sc4 I
"E: I
E8 i
NO i
i
5 bd I
01 u1 I I
I
I
I
1 I I I I I I I
I
I I
I I I
I I I I I
I
I
I
I
I I I I I I
I
I I I I I
1
I I I I I I I I I I
I I I t I I I I I I I I I I I
I I I I I I
I
I I I
I I I
I I I
I I
I
I I I
I I I I I I I I
I I I
I
I 1 I I I I I
I
I I I I I I I I I I I I
I
F 8
$I m
n w E w I4 B 8 *
"I
N N
* a 8
2 P
I I
dl 01 I .. 1
1 I rlr NI
IQ) I
0 aD d rl dd I I
I I I I I I +
01 I I 01
I I
I
I I I I
I I I I I I
I
I
I
1 I I I
I
I
I I I I I I I
I I I I
I
I I I I I
I I I I
I I I I
I I I
I I I I I I 1 I I I
I I I I I I
I I I
I I I
I I I
I I I
I
I I I
I I I
I I I I I I I
I I I I
I I t
I
I
I I I I I
I I I I
I I I I I I
I I
I
$( m
scop~: THIS ~ANDARD SHOWS THE INSTALLATION AND lAATEf?M REOUIREMENTS FOR A 3312 HANDHOLE. -
ccMcf?m PARKWAY COYER
WEIGHT: 1 IO# Lux. VI C-rTRlr- WEIGHT: 641 MAX.
[ 331 2 HANOHOLE I * FOL+MER PARKWAY cavae
** PEDESTRW LOADING
r ITEM DESCRIPTION OUAMllY STOCK NUMBER STOCK NUMBER ASSEMBLY UNfTS
1 206808 COMPLETE 331 2co COMptETE HANDHOLE , HANUHOLE
COVER. PARKWAY 1 (CONCRETE)
3* COVER, PARKWAY
2 BODY. HANDHOLE 1 162426 162676 331 2-0 3312-1
1 2868 t 8 - 331 2CP - (POLYMER)
-ha.". ... "
IF THE CUSTOMER IS REOUIRED TO INSTALL ** PEDESTRIAN LOADING
A HANDHOLE IN A SERVICE LATERAL. THE LID SHALL BE MARKED 'ELECTRIC' NOT SDGdrE.
ITEM
1
2
3*
30-1 1/16- MAX.
DESCRIPTION OWITY STOCK NUMBER STOCK NUMBER ASSEMBLY UNITS
COVER, PARKWAY (CONCRETE)
BODY. HANDHOLE 2 162426 162678 3312-0
COVER, PARKWAY [POLYMER)
COMPLETE COMPLETE DOUBLE-BODY 5312c0 HANDHOLE HANDHOLE
1 286808
3512-2
1 28681 8 - 33 12CP -
L
SERVICE CWDE
WING BOLTS
(2 REOUIRED). ING M WITH NUTS.
MANUFACTURER'S NAME OR INITINS MANUFACTURED MTE
4TE 1-1-96
'PD m/q
Ql = MANUFACTURER'S INITULS
HANDHOLE 3312.1 (INSIDE DIMENSIONS - 17" X 30")
Bow - . > -
20-3/4' MIN. 22" MAX.
WEIGHT: l85# MAX.
MAX.
SIDEWN
TYPICAL PIAN . VIEW
HANDHOLE UAY BE INSTALLED ON EITI~ER sm OF LOT UNE OR IN CENTER OF LOT UNE IN
BACK OF SIDEWALK. . WITH LIMITED SPACE. BUT7 AGAINST
I I -~ - SOCkE ELECTRIC STANDARDS RNlSlON
.. .
SERVICE WlOE )( lndicotes Lotest Revision
SINGLE HANDHOLE
Completely Revised I I New Poge 1x1 Informotion Removed
EXCAVATI 0 N DIM EN S 1 ON S
t I REVISION SDG&E ELECTRIC STANOARDS
26' WlOE X 39' LONG WITHOUT SIDEWALK r- 26" WITH WIDE SIDEWALK X 37" LONG '=I r FINAL GRADE
26' WIDE X 39' LONG r-* WITHOUT SIDEWALK '-1
GRADE
INSTALLATION
INSTALIATION:
A. ESTABLISH THE HANOHOLE LOCATION PAYING PARTICULAR AnENTlON TO GAS AND FOREIGN UTILITY PLACEMENTS. ANY CHANGE IN LOCATION BY DISTRICT CONSTRUCTION REQUIRES PRIOR APPROVAL FROM SERVICE PLANNING.
8. AFTER THE LOCATION IS ESTABLISHED, MARK OUT DIMENSIONS FOR THE EXCAVATION WIDTH, LENGTH AND DEPTH PER DRAWING ABOVE. THE WIDTH AND LENGTH DIMENSIONS GWEN ALLOW EXTRA SPACE FOR SETTING THE SUBSTRUCTURE AND TAMPING THE BACKFILL.
C. TO DETERMINE FINAL GRADE. MEASURE FROM THE TOP OF CURB OR ESTABLISHED GRADE.
D. EXCAVATION 1s NOW PREPARED FOR INSTALLATION OF SUBSTRUCTURE SECTIONS. AFTER GRADE LEVEL IS ESTABLISHED, SET A STRING LINE FOR CHECKING GRADE. SET HANDHOLE AT FINAL GRADE.
IF RIGHT OF WAY OR OBSTRUCTIONS CAUSE A PROBLEM. THE HANDHOLE MAY BE TURNED TO WHERE THE G * LONG SIDE OF THE HANDHOLE PARALLELS THE SIDEWALK OR PROPERTY LINE.
REFERENCE
H. SEE STANDARD 3302 FOR SUBSTRUCTURE APPLICATIONS.
1. SEE STANDARD 3483 FOR MINIMUM OPERATING CLEARANCE REOUIREMENTS.
J. SEE STANDARD 3485 WHEN SmlNG HANDHOLE ON A SLOPING GRADE.
K. SEE STANDARD 3486 FOR RETAINING WALL REQUIREMENTS AND CLEARANCES FROM RMRSE SUBGWE
RETAINING WALLS.
L. SEE STANDARD 3605 FOR SUBSTRUCTURE USE AND LIMITATIONS REFERENCE SHEET (MAXIMUM NUMBER OF
CABLES, CONNECTORS AND CONDUITS).
M. SEE STANDARD 4173 FOR TRENCH DEPTH, CONDUIT AND CABLE INSTAUATION.
3312.2 I HANDHOLE I DATE 1-1 -2000 I APPD &&//& (INSIDE DIMENSIONS - 17" X 30")
1 ..
ScOpE: THlS STANDARD SHOWS THE CONOUIT AND FITTINGS UsEd TO CONSTRUCT UNOERGROUND CONDUIT SYSTEMS. CONDUIT AND FiTTINGS IN THIS STANDARD SHALL BE USED IN BELOW-GROUND OR BRIDGE CELL APPLICATIONS. -
3"
4'
5"
NOTES: pc) PoLYvI"L0RIM: CONWIT - - PVC CONDUIT SW BE GRAY OR BLACK IN COLOR. NO OTHER COLOR IS ACCEPTABLE ON THE COMPANY CONDUIT SYSTEM.
UNDERGROUND STANDARD 4204.
-
- EB CONDUIT IS REQUIRED FOR INSTALLATIONS REWIRING ENCASEMENT, CONCRETE SLURRY (l-sACK MIX). - ALL 5" CONDUIT MUST BE ENCASED WITH CONCRETE SLURRY.
FOR SCHEDULE 40 AND SCHEDULE 80 ABOVE-GROUND COMPONENTS TO CONSTRUCT CABLE POLE RISERS,
(1-SACK MIX). - DB CONDUIT IS REOUIRED FOR INSTALLATIONS REOUlRlNG DIRECT BURIED MATERIAL. Le. SAND, DECOMPOSED
- FOR DIRECT BURIED INSTALLATIONS. DB 60 IS REQUIRED FOR 2" & 3' CONDUIT. OB 100 IS GRANITE (DG), NATM. ETC.
REQUIRED FOR 2" & 3" CONDUIT. DB 100 IS REQUIRED FOR 4" CONDUIT.
- DE 60 20' 249664 I 1 EB3lN 1 DB3-P 1 DB3-S
De 100 20' 2497 10 1 EB41N 1 DB4-P 1 D64-S
OB 60 - 20' 249728 1, PDBSSL -- 1 DES-S ** SCH40 10' 251 408 - s40-5' CAn-=.'
SEE
I
1' SDR 9
2' SCH 40
3" SCH 40
- ALL COUPLINGS, BENDS AND SWEEPS CLASSIFIED AS DB ARE TO BE USED WITH DB AND EB CONDUIT. - DB = DIRECT BURIED CONDUIT. BELLED END OR
SPIGOT CONDUIT SrrUlGHT SECTIONS COU PLlOrG END
- EB ENCASED BUKIED CONDUIT. - THE SHELF LIFE FOR EB/DB CONDUIT, BENDS. AND FlITlNGS EXPOSED TO SUNLIGHT IS 6 MONTHS
FIRST LOCATION SHALL BE INSTALLED IN 2" CONDUIT.
MAXIMUM. 2-19 FROM A RISER POLE TO THE
** - SCHEDULE 40 CONDUIT IS REQUIRED IN BRIDGE CELLS. *L* -..
2000' 249630 1" PE
2500' 252002
1000' 252004 - -
t I I
2' I DE 60 I 20' I 249632 I 1 EB2lN I 1 DB2-P I lnR7--r:
SERVICE GUIDE
REVISION
::.::I Indicates Latest Revision I I Completely Revised I New Pope )( Information Removed
SDG&E ELECTRIC STANDARDS
(PE) POLYETrmENE CONwn
CONDUIT SIZE I WE I COIL LENGTH I STOCK NUMBER I ASSEMBLY UNIT I
4' I SDR 15.5 I 500' I I
5' [ SCH 80 1 20' LENGTHS 1 252008 - - 252006 1
NolE3 - POLYETHYLENE CONDUIT SHALL BE BUCK OR BUCK WITH THREE EOUALLY SPACED RED STRIPS. NO OTHER COLOR IS ACCEPTABLE ON ME COMPANY CONDUIT MSTEM.
CORRUGATED POLYETHnENE CONDUIT IS NOT ACCEPTAELE ON THE COMPANY CONDUIT SYSTEM.
REFERENCE:
SEE STANDARD 3383 FOR SPLICING OR REPAIRING 1" POLYETHYLENE CONDUIT.
NOTES: **e
S/N 280384 SCH 40 WC MAY BE USED AS A REPLACEMENT ON A
TEMPORARY BASIS. (DEPENDS ON SUPPLIER OF COUPLING).
-
CoNWrl COUWNCS
DB SWEDGE COUPLING
DB MOLDING
COUPLING (BOTH WITH
FIGURE A
FIGURE B
OB STRAIGHT
CENTER STOPS, TO BE USED
COUPLING (WITHOUT ------
FIGURE c b------A ONLY WHEN REPAIRING EXISTING CONDUIT SYSTEMS)
I SIZE I NUMBER I
279904
279936
280032
FIGURE C
NUMBER -
279920
279952
280064
CONDUIT AND CONDUIT FITTINGS I 3373-1
CONDUIT BELL REDUCER CONDUIT END CAP
I
CONDUIT SIZE
2"
3"
4"
5"
11 I I 1 I 1 * CONDUIT STOCK ASSEMBLY
SIZE NUMBER UNITS
2" 203296 RED3-2
3" 203328 RED4-3
4" 203360 REDS-4
5" 203392 RED6-5
STOCK ASSEMBLY
NUMBER UNITS
544768 PLUG-2
544800 PLUG-3
544704 PLUG-4
544736 PLUG-5
2"
90' ELBOW/24" RADIUS - , I
I 1 DB2-8 - 36' DB 60 321810 1 EB2-8 45O
90 ' 24"(SECONDARY ONLY) DB 60 32 1984
900 36" DB 60 321812 lEB2-B 1 DB2-B - 1 DB2SB - -
CONDUIT BENDS
(EXAMPLES)
3"
I
BILL OF MATERIAL:
~~
1 1 - 1/4' 25'-0" DB 60 32 1876 1 E83-C 1 DB3-C 1 DB3SC
45O 36" DB 60 321 878 1 E834 1083-8 lDB3S8
goo 36" DB 60 322048 1 EE3-B 1 DB3-B 1 DB3SB
11 -1/4' 25'-0" DB 100 321884 1EB4-C 1084-C 1 DB4SC
22-1/Z0 25'-0" DB 100 321826 lEB4-S 1 DB4PS 1 DB4SS
22-1/2' 25'-0" OB 60 322 144 1 EB3-S 1 DB3PS 1 DB3SS
7-
STRAtGHT TANGENT
4" 45'
goo
22- 1 /2 SWEEP/25' RADIUS
I -- - __
36" DB 100 321942 1EB4-8 1084-8 1 DB4S8
36" DB 100 322082 1EB4-8 1 DB4-B 108458
22-1/2' I 25'-0" I DE 60 1 321808 I 1EE2-S I 1DB2PS I 1DB2SS
45O I24"(SECONDARY ONLY) I 06 60 I 321920 I - I I 1DB2S8
5- 45O
90'
~- 1
36" DB 60 321 960 1 EB5-8 1 DB5-8 1 DB5S8
36" DB 60 322 1 12 1 EB5-B 1 DES-B 1 DB5SB
SEWICE GUIDE lndicotes Lotest Revision I I Complc t el y Revised New Poge Information Removed
1 1 - 1 /4' I 25'-0" I OB 60 I 321882 I IEBS-C I 1DB4-C I 1 DBSSC
22-1/2' I25'-0" I OB 60 I 321856 I lEB5-S I 1DBSPS I 1085SS
3373.2 I CONDUIT AND CONDUIT FITTINGS IDATE 1-1-96
GAS ST-4NDARD
DISTRIBUTIONITRAN~M~SSION I GENERAL EXCAVATION REQUIREMENTS I SDG&E: G7453 1
CURREKTvEFtSION: 1/13/1997 I SDGE ED~ON: 2000/2001 I CODE@): 192.303,192.3 19
Purpose: This Standard provides the basic requirements to meet the various
governmental agencies' provisions regarding excavations within the public
right-of-way.
1. Definitions
1.1. "Right-of-way" - A strip of land used generally for a public utility and set aside as an
easement or in fee, either by agreement or condemnation.
"Easement" - A real property, right or interest in the land of another, created by a
grant, reservation, agreement or prescription, entitling the company to some use,
privilege or benefit, such as to place gas pipelines or roads.
1.2.
1 -3. "Fee ownership" - The most absolute interest one can have in land of indefinite
duration and is freely transferable. Fee ownership can be passed by a grant of real
property such as a sale.
1.4. "Encroachment" - To commit a trespass (enby or use of another property unless
permitted or licensed, constitute unlawful entry), specifically the building of a
structure or construction of any improvement(s), partly or wholly on the property of
another.
1.5. "Franchise Area" - The dedicated public rights-of-way within which the company is
permitted to place its facilities under a franchise agreement with the local governing
agencies.
2. Specific Areas of Responsibiiities
2.1. The personnel and Sections primarily responsible for gas pipeline facilities in a right-
of-way involving private property or a franchise area are:
2.1.1. Real Estate Management Section of Real Estate Operations Department.
2.1.2.
2.1.3. d Mapping and Gas Field Engineering sections of the @
#I491 VI -G7453 Page I of 5
GAS STANDARD
DIsTRlsUTION/"SMIssION
SDG&E: G7453 I GENERAL EXCAVATION REQUIREMENTS
3. General Permit Procedures
3.1. For excavation permit procedures, refer to Service Planning Manual Procedure 530.
An excavation permit is obtained if SDG&E excavates in the public right-of-way.
4. General Excavation Reqoirements
4.1. In general, all the cities and county require that the County of San Diego's "Special
Provisions For Work Done Under an Excavation Pennit" be followed in excavation
work.
In general, all the cities will not allow more than 500 feet of trench open at one time. .
All agencies request that street crossings be made at 90 degree angles to the street
improvements.
4.2.
4.3.
4.3.1. Electric underground runs may, in some instances, be on a radius.
4.4. In general, all excavation work is done under the supervision of the city or county
engineer, depending on the agency, and he has the final authority on questions
involving excavation and backfill.
4.5. No street or alley is to be closed except by written permission fiom the agency
involved. The Company District Right of Way Assistant or Right of Way Agent will
obtain the agency's pennission upon receipt of the written request fiom the Construction and Operations Centers.
4.5.1. In the event of repair work due to an emergency, telephonic notification to
the involved Fire, Police Departments and City Inspection is required.
4.6. All known existing utilities shall be potholed in accordance with Gas Standard G
745 1. Refer to Gas Standard G 8123 "Damage Prevention Program" for standby
requirements.
5. County of San Diego Excavation Requirements
5.1. In general, all the cities and counties require that the County of San Diego's "Special
Provisions for Work Done Under an Excavation Permit" be' followed in excavation
work.
5.2. Work installing gas mains and electric underground requires a permit before
construction is started.
Page 2 of 5
5.3. The installation of poles and anchors do not require a permit.
#I491 VI - G7453
I
1 GENERAL EXCAVATION REQUIREMENTS
...
SDG&E: G7453 1
GAS STANDARD
5.3.1. Where applicable, “as-built” pennits will be obtained by Land Rights and
Acquisition after minor excavation work is complete.
5.4. AJl excavation work within the public right-of-way requires notification to the
County Engineer prior to any work being performed, and also upon completion of the
work.
5.5. All work performed under excavation permits is subject to inspection by
representatives of the County Engineer.
5.6. Permission must be received fiom the County Engineer to disturb any monuments of
record. All work of resetting any monuments or stakes shall be completed before
acceptance of the work.
5.7. If, during the progress of work, it becomes necessary to remove any existing
pavement, sidewalk, curb, landscaping, culvert, or other improvement, the
improvement shall be replaced or restored in the original location to County of San
Diego standards.
5.8. Free and unobstructed access shall be maintained to all mailboxes, fire hydrants,
water gates, gas valves, manholes, .- - drainage __ _. structures, . roadways, _. - driveways,
sidewalks, etc. - - - - - - - - . ... I
5.9. Tree mots larger than two inches shall be excavated by hand, tunneled under, and
protected. Those roots directly in the path of pipe or duct may be cut. Roots less
than two inches may be hand trimmed on the trench side nearest the tree. All cut
mots one-half inch in diameter and larger shall be painted with Tree Seal or
equivalent.
Placement of barricades, delineators and other traffic controls shall be in accordance
with the State of California ”Manual of Warning Signs, Lights and Devices for use in
Performance of Work Upon Highways“.
5.10.
5.10.1. Delineators placed in close proximity to the edge of a traffic lane shall be of
a material rubber or plastic, that will withstand impact without damage to
themselves, the striking vehicle, or passing traffic.
5.1 1. A11 traffic control flagmen shall be properly dressed and equipped, and shall be
trained to guide traffic. .
5.1 2. Reducing trafic to one lane, and any street or alley closure, has to be authorized by
the County Engineer.
5.12.1. The hours of closure may be limited due to peak traffic.
5.12.2. Traffic interruption may be limited to only thirty minutes.
#I491 VI - G7453 Page 3 of 5
I
6
GAS STANDARD
DISTR~~~TJON~TRANSMISSION
SDG&E: G7453 I GENERAL EXCAVATION REQUIREMENTS 1
5.13. Where the trench is cut along traffic lanes in streets and alleys, and where width of
trench exceeds 28 inches and the depth exceeds five feet, at no time shall more than
2,000 feet of trench be under construction in any one work area. A11 work shaIl be
confined to not more than 750 feet of trench opened and incompletely backfilled.
5.14. Where width of the excavation does not exceed 28 inches, and the depth does not
exceed five feet or where the work area is outside the traffic lanes, 4,000 feet of
trench may be under construction in any one work area. There shall not be more than
1,400 feet of trench opened and incompletely backfiiled.
-.. 5.15. All blasting shall be perfonned in compliance with tfie requirements of the State of
California Division of Industrial Safety. AI1 blasts shajl be blanketed with mats or
other approved protection to avoid damage or injurj, tosthe public.
~ -*
I _.
5.15.1. Where blasting will take place under or near Company facilities, the Gas
General Forcman shall be notified. It shall be his responsibility to notify the affected Company department.
5.16. Dust will be controlled in an acceptable manner.
5.17. Decomposed granite or aggregate sub-base shall be replaced in kind.
5.1 8. Temporary resurfacing shall be placed within 24 hours after completion of trench
backfiil and shall be maintained until permanently resurfaced. The temporary surface
shall have a minimum thickness of two inches of road-mixed asphalt surfacing.
5.19. Any special instructions listed on the permit for each particular project must be
complied with.
6. References
6.1. County of San Dicgo Public Works Agency - "Special Provisions for Work Done
Under Excavation Permit".
6.2.
6.3.
Permit requirements of cities and counties within the SDG&E service territory.
State of California Division of Highways - ''Terms and Conditions Relating to Utility
Encroachment ".
6.4.
6.5. SDG&E Gas Standard:
Service Planning Manual Procedure 530.
G 8 123 "Damage Prevention Program".
Page 4 of 5 #I491 vl -I37453
c
SEW€ GUIDE Pc. sto
II IAAA I I I I iu r. I
UG 4204.1
SCOPE: THIS STANDARD SHOWS NEW CONSTRUCTION FOR
SINGLE AND MULTIPLE CONDUIT RISERS. -
I Indicotas Latest Revision I I Camplctdy Revised I I New Page I I Information Rmond
REVISION SDG&E ELECTRIC STANDARDS
DATE 1-1-96 CABLE POLE RISER INSTALLATION
@ 9 1/2' 1 9
NOTES I-
PREFERRED CONSTRUCTION FOR NEW SINGLE
RISER WITH AND WITHOUT EXISTING RISER(S)
ON POLE (SEE NOTE@)
NEW MuLnPu RISER CONSTRUCTION (SEE NOTE @ )
~ EXISTING MSER(S) m I
IONS
NEW MULTPLE RISER CONSTRUCTION
WITH RISER(S) ON POLE (SEE NOTE@))
- THIS CONSTRUCTION IS LIMITED TO. A MAXIMUM OF FOUR SW&E RISERS (NO MORE THAN TWO PRIMARY RISERS). - WHENMR POSSIBLE, RISER SHOUU) BE INSTUD ON THE SIDE OF THE POLE OPPOSE TRAFFIC FLOW. 1 - SPARE CONDUITS SHALL BE CAPPED JUST ABOVE GROUND LEVEL TO PREVENT MOISTURE OR WIRE ENTRY 1 AND KEEP DEBRIS OUT, SPARES ARE NOT TO BE CONSIDERED AS A RISER.
1
- WHENEVER POSSIBLE, RISER SHOULD BE INSTALLED ON THE SIDE OF THE POLE OPPOStTE TRAFFIC FLOW. - SPARE CONDUITS SHALL BE CAPPED JUST ABOVE GROUND LNEL TO PREVENT MOISTURE OR WIRE ENTRY
AND KEEP DEBRIS OUT. SPARES ARE NOT TO BE CONSIDERED AS A RISER.
F,I%= I lndicotes Latest Rcvkion I I Completely Rm'sed New Poge I Informotion Remond
REVISION SDGBrE ELECTRIC STANDARDS
UG 4204.2 CABLE POLE RISER INSTALLATION )ATE 1-1-96
NOTES: -
f
3'-0' T
MAX. I L
I DfrAIL -0-1
ALTERNATE NEW CONSTRUCTION
FOR ONE RISER (SEE NOTE@)
SEE STANDARD 3370 FOR DEPTH REOUIREMENTS
9
UP 70 3 INCH CABLE POLE RISER DETAIL
ITEM
1
2
3
- ASSEMBLY UMITS DESCRIPTION au,wrrrY STOCK NUMBER
3'-2?9904 -
41279936 -
3'-36' R-322472 3'CP-B
5",48' R-322488 5'CP-B
- COUPLING. (SIZE AS REOUIRED) As REO'D 5',280032
2-36' R-32 1822 2'CP-E
CONDUIT RISER BEND. SCHEDULE 80 (SIZE AS REOUIRED) AS REO'D 4',48' R-322480 4"CP-B
3--TO 2'373392 3-2RED REDUCER, PVC. SCHEDULE 80; (SIZE AS REOUIRED) As REO'D 4",TO 3--573408 4-3RED
4
~
5'-TO 4'2473424 5-4RED
3",25 1552 S80-3"
CONDUIT RISER, PVC. SCHEDULE 80, (SIZE AS REOUIRED) 6 REQ.0 4---25 1584 S80-4"
5'-251592 S80-5"
.I 3",280!544 -
5
6
I I
AS REO'D 4",,280576 -
5--280592 -
2',,280384 - 3--28044a -
COUPLING, PVC, SCHEDULE 80
COUPLING, PVC. SCHEDULE 40. (SIZE AS REOUIRED) AS REO'D 4---2ao~o -
7
AS REO'O
5'-',,280496 -
211251 296 S40-2'
3',25 1360 S4Q-3'
4",251392 S40-4. CONDUIT, PVC. SCHEDULE 40. (SIZE AS REOUIRED) As REO'D
8
II I
5'-25 1 408 s40-5' 2",697856 -
31697920 - As REO'D 4-697952 - STRAP, PIPE, GALVANIZED. 2-16d NAILS. GALVANIZED
- (SINGLE RISER CONTTRUCTION. 4' AN0 SMALLER) !5'-697984
9
I UG 4204.3 1
. ._
GRIP, CABLE SIZE AS REWIRED FOR PRIMARY ' RISERS ONLY. SECONDARY RISERS) @ (GRIPS ARE NOT REOUIRED ON
CABLE POLE RISER INSTAL
I-
2c1 #U
XZ1U =1u
4wm
4C#2/0
4G-350
5G-350
5G-750
%lo00
4c*/oc x;uKK:
558720 -
167184
216700 - 503488
229536 CL-21N
-. OVERH W STO. 392 -
229664 CL-41N
229668 CL-SIN
229632 CL-SIN
2 1 6840 (WBW
New Poga Informotion Removed
REVISION
APPD jX'fi/- ATION
AS REO'D
11 BRACKET. WDER ARM (8) AS REO'O
12 CHANNEL. DOUBLE. aV. 24-3/4" x 7/8' X 2-3/4' (A) AS REQ'D
13 NUT. CLAMPING CHANNEL, W/SPRING. 1/2" AS REO'D
14 CLAMP. PIPE. STEEL. WV.. UNISTRUT. 2' AS REO'D
.. 10 PROTECTOR. NYLON CABLE .
15 BOLT. MACH. GALV, 5/8" x (LENGTH AS REO'D).
18 CLAMP. PIPE. STEEL. GALV., UNISTRUT, 3'
19 CHANNEL. GALV., 8' @
AS REO'D
As REO'O
INSTALLAflON: 8
SERVICE PG. 3to.3
REVISION
@ MOUNT RRST BMKa UDDER UW NO LoWl% T" 9 1/2 m. IF THE FIRST BRACKET EXTENr TOWARD A STREET OR DRNEWAY, OFFSET THE UNISTRUT CHANNEL TO CLEAR LARGE VEHICLES. -=
- :H indicates Lotest Revision I I Completely Revised I ~+rr Pope I Information Removed
A,. a^.
SOC&E ELECTRIC STANDARDS
@) INSTALL AT LEAST ONE LADDER ARM BRACKET FOR EACH COUPLING JOINT OF CONDUIT - 10' MA)(. DISTANCE BETWEEN BRACKETS. ALL LADDER ARM BRACKETS ARE TO BE ATTACHED TO THE POLE WH BOLTS, NOl LAG SCREWS. - ......................................................................................................................................................................................................
......................................................................................................................................................................................................
D CENTER CONDUIT POSITION SHALL BE USED FOR MULTIPLE SDGdcE SECONDARY RUNS OR SDG&E TELECOMMUNICATION CONDUIT. OTHER CONDUIT POSITIONS ON THE FRONT OF THE BRACKET SW\LL
INSTALLED FOR A SINGLE RISER WHERE NO COMMUNICATIONS IS ANTICIPATED.
F RISERS OF PLASTIC CONDUIT SHALL BE EPC-80 PVC SCHEDULE 80. FROM THE GROUND UNE TO A LWEL NOT LESS THAN 8 FEET ABOVE THE GROUND LINE PER G.O. 95 RULE 54.6-E AND SDG&E
CONDUIT SIZING REQUIREMENTS.
@ FOR SINGLE RISER CONSTRUCTION, SEPARATION OF PIPE STRAPS (ITEM 8) SHALL BE 3 FEET MAXIMUM.
@ USE DETAIL "A" ON PAGE 1404.1/4204.1: (PREFERRED CONSTRUCTION FOR A SINGLE msm)
BE USED FOR A SINGLE OR DOUBLE CONDUIT. THE 8 INCH UNISTRUT CHANNEL (ITEM 19) MAY BE
1. WHEN INSTALLING A SINGLE RISER. 2. WHEN ADDING A SINGLE RISER TO AN EXISTING RISER POLE. AN EXISTING SINGLE SDG&E RISER WOULD REMAIN ON THE POLE UNLESS IT IS CREATING A G.O. 95 INFRACTION. IF AN INFRACTlON EXISTS. MOVE THE EXISTING RISER TO THE LADDER ARM BRACKET ALONG WITH THE NEW RISER SHOWN IN DETAIL "8'. 0 USE DETNL '8' ON PAGE 1404.1/4204.1:
@ USE DETAIL 'C' ON PAGES 1404.1/4204.1:
- WHEN INSTALLING MORE THAN ONE'RISER.
- WHEN ADDING A RISER(S) TO AN EXlSTlNG SDGBE RISER POLE. AN EXISTING SINGLE SDGbE RISER WOULD REMAIN ON THE POLE UNLESS IT IS CREATING A G.O. INFRACTION. IF AN INFRACTION EXISTS. MOM: THE EXISTING RISER TO THE LADDER ARM BRACKET..
@ USE DETAIL "D" ON PAGE 1404.2/4204.2: (KmwruE Fwz A
1. FlELD CONDITIONS DO NOT.ALLOW.ROOM FOR IADOER ARM BRACKETS. (LE. CONDUIT WOULD EXTEND INTO THE STREET. 'SIDEWALK, DRIVEWAY. ETC.). ONE SDGkE RISER UP TO 3'.(NO OTHER RISER@) LARGER THAN 3 INCH WOULD BE ON THE
REQUIREMENTS MUST BE FOLLOWED.
WHEN AN EXISTING RISER IS ALREADY ON THE POLE AND IT MAY BE RE-USED. STREET LIGHT FUSE BOX FROM A POLE AND NEW CONDUIT WILL CONNECT TO THE EXISTING CONDUI WHERE THE FUSE BOX WAS LOCATED, CUSTOMER RE-WIRE JOB. ETC.).
THIS INSTALLATION WOULD BE UMITED TO
POLE). ONE w'b~ THE POLE MUST REMAIN CLEAR FOR CLIMBING SPACE AND G.O.
2. (LE. REMOVtNG A
L ONE RISER ON THE PQLE'3 INCH MAX. AND ONE RISER ON THE BACK SIDE OF THE UDDER ARM BRACKET 3 INCH MAX. ARE PERMlllED BACK-TO-BACK. A MAXIMUM OF MI0 4 INCH COMMUNICATIONS RISERS ARE PERMITTED' OlJ THE .BACK SIDE OF A LADDER ARM ASSEMBLY. THE AWMpcT POLE 0- MUST BE VACANT TO INSTALL ANy 4 INCH RISER ON THE BKK OF THE LAOOER ARM
BruCKm, AND, MUST &MAIN VACANT AFER INSTAUATION. ..................... --...=.-.-:..-=:~::=::: M -~~!,&-~ENCAsEMENT IS REQUIRED ARQUNO THE ELBOW(S) FOR 5 INCH PRIMARY CONDUIT(S). ...................... ....................
EACH CONOUIT RUN BETWEEN SUBSTRUCTURES. PADS. CUSTOMER SERVtCE RISERS, ETC.. SHALL BE ONE SIZE CONDUIT CONTINUOUSLY, LE. NO REDUCERS ARE ALLOWED WITHIN A CONDUIT RUN EXCEPT WHERE THE CONDUIT ENTERS A SUBSTRUCTURE OR ABOVE GROUND LEVEL ON A RISER POLE. 3 INCH RISER IS ALREADY INSTALLED AND THE GRIP SIZE REQUIRES A 2 INCH RISER. A 2" TO 3" REDUCER MAY BE USED TO ACCOMMODATE THE GRIP. THE SAME WOULD APPLY TO OTHER SIZE CONDUITS AS HAS BEEN DESCRIBED. GRIPS ARE NOT REQUIRED ON SECONDARY RISERS.
IF A
4-24-01 I CABLE POLE RISER INSTALLATION
-.
UG 4204.
I
I
sEmMcE PG. 310.4 G''oE
@ SPARE CONDUITS
THE TERM "SPARE CONDUIT" REFERS TO AN EMPTY CONDUIT THAT IS SPECIFIED BY THE PLANNER FOR OPERATING AND MAINTENANCE REQUIREMENTS. SPARE CONDUITS SHOULD BE CONSIDERED OR INSTALLER
1. WHEN REQUESTED BY A CUSTOMER AT HIS OWN EXPENSE, BUT NOT TO EXCEED CONDUIT
2. WHEN IT IS ECONOMICAL TO INSTALL CONDUfT IN LIEU OF CONCRETE, BUT NOT TO EXCEED CONDU~
3. BASED ON FUTURE CONSTRUCTION LIMITATIONS SUCH As BENEATH BRIDGES, ROADWAYS AND
4. IN CONVERSION OR NEW BUSINESS PROJECTS TO ALLOW EASY BYPASS OF THE POLE DURING
LIMITATIONS IN THIS STANDARD.
LIMITATIONS IN THIS STANDARD.
RAILROAD TRACKS. BUT NOT TO EXCEED CONDUIT LIMITATIONS IN THIS STANDARD.
REMOVAL. SHALL E%TEND PAST THE POLE A MINIMUM OF 6 FEET. CONDUITS INSTALLED FOR THIS PURPOSE SHALL NOT GO UP THE POLE BUT, RATHER,
FUTURE' SPARE CONDUITS
1 New Pogc 1 Information Removed Indicates Lotett Revision 1 1 Completely Revised
REVISION SDCdrE ELECTRIC STANDARDS
THE TERM "FUTURE SPARE CONDUIT" REFERS TO AN EMPM CONDUIT SPECIFIED BY EITHER THE PLANNER OR DIS~RIEUTION PLANNING FOR AREAS WITH GROWTH POTENTIAL. FUTURE FEEDER CONDUIT SPEClnEO BY DlSTRlBUTlON PLANNING MUST BE SUPPORTED BY THE LONG TERM FEEDER ARRANGEMENT PM.
COMMUNICA'~IONS ONLY POINT OF ATTACHMENT FOR LADDER ARM BRACKET CONSTRUCTION SHALL BE ON
BE USED TO SECURE THE CONDUIT). COMMUNICATIONS MAY ATTACH ON THE BACK Of THE ASSEMBLY ALONGSIDE SDGdrE'S RISER.
@ WE BACK StM OF THE UDDER ARM BRACKET ASSEMBLY, (GALVANIZED UNISTRUT PIPE CUMPS SHALL
REFERENCE:
T. SEE STANDARD 363/4205 FOR POLE STEPS.
U.
V. SEE STANOARD 1402/4202 FOR POSITIQNING. OF RISERS INVOLVING MORE THAN ONE UTIUM.
SEE STANDARD 3944 FOR U.G. SERVICE FROM, O.H. FACILITIES, MATERIAL REQUIREMENTS. EfC.
@ SEE STANDARD 1407/4207 FOR NON-P6RCELAIN TERMINAL MOUNTING BRACKET INSTALLATION AND MATERIALS.
@ SEE STANDARD 1414/4214 FOR 0 - 75OV UNDERGROUND SERVICE FROM AN OVERHEAD LINE.
Y. SEE STANDARD 4620 FOR TELECOMMUNICATION INSTALLATION.
2. WC RISERS ARE NOT PERMITTED2 WITHIN THE CLIMBING SPACE PER G.O. 95 RULE 22.2C.
1.
a-: .. ,
-- DATE 1-1-96 CABLE POLE RISER INSTALLATION .
APPD /qy UG 4204.5
scop~: THIS STANDARD SHOWS TYPICAL PLACEMENT OF UTILITIES WITHIN TRENCHES FOR DISTRIBUTION AND SERVICE IN DEDICATED R/W STR RE^) AND PRIVATE PROPERN, AND PROVIDES THE MINIMUM DEPTH AND CLEARANCE THAT l- MUST BE MAINTAINED BETWEEN VARIOUS UTlLITlES OCCUPYING THE SAME TRENCH IN SAN DIEGO COUMY.
1 APPD @wb++K] AND UTILITY POSITIONING - -S.D. COUNT(
PROPERTY SIDE
1
REVISION SDG&E ELECTRIC STANDARDS
I
1'
r
FIG 3 (SEE STANDARD 3376 FOR
CONFIGURATIONS) 0 OTHER CONDUITflRENCH
PRopERlysIM .- PRo#RTy so€
PUBLIC PROPERTY
NOTES. - - DRAWINGS ARE NOT TO SCALE. - SPACE ALLOTMENTS (OTHER THAN FOREIGN UTIUTY) ARE 1/2 IN
- TYPICAL TRENCH sEcnors ARE DESIGNED FOR INSTALLATIONS WHERE EACH OCCUPANT IS UTILIZING HIS ENTIRE
LARGER THAN ME NOMINAL SIZE OF GAS MAIN, GAS SERVlCE OR ELECTRIC -EWtkJfk -SEE INSFAtLAIION NOTE 8 FOR FOREIGN UTlLlM SPACE ALLOTMENT.
SPACE ALLOTMENT. PROVIDING MINIMUM COVER AND CLEARANCES ARE MAlNTAlNED AS LISTED ON PAGE 3370.2. UTILITY SPACE ALLOTMENT FOR TELCO AND/OR CATV IS ALLOWED PER TRENCH. TRENCH MUST BE ADJUSTED ACCORDING TO SPACE ALLOTMENTS. MINIMUM CLEARANCES AND MINIMUM COVER.
SIZE OF SPACE ALLOTMENTS MAY BE REDUCED OR ADDITIONAL ALLOTMENTS MAY BE ADOED
ONLY ONE FOREIGN WIDTH AND DEPM OF THE
- GAS PIPE REQUIRES A MINIMUM OF 12 INCHES RADIAL SEPARATION FROM ALL UTILITIES.
3370.1 I UNDERGROUND DISTRIBUTION (UD) TRENCHES IDATE 1-1-98
1 * ALL MINIMUM COVER DEPTHS MEASUREDn FROM FINAL GRADE. DEPTHS THAN WHAT IS SHOWN UNDER MINIMUM COVER". REDUCED DEPTHS IN NOTE @ ARE LESSER
I-1 NOT ALLOWED.
SERVlCE TRENCH PRIVATE PROPERTY (MINIMUM SEPARATION FROM)
I VERTICAL I HORIZONTAL I
-
THE FOLLOWING CHARTS SHOW THE MINIMUM COVER FOR EACH UTIUTY. THE MINIMUM SEPARATION BETMEN SPACE
ALLOTMENTS AND THE MAXIMUM SIZE FOR EACH SPACE ALLOTMENT. DOWN UNTIL THE TWO JOIN IN A SOUARE. AND THAT IS THE DISTANCE REOUIRED BETWEEN THE TWO UTILITIES.
EXAMPLE
TO READ THE CHARTS, RVU) ACROSS AND
UNDER VERTICAL, "ES" 6c "Es" JOIN AT @WHICH REFERS TO INSTALIATION NOTE 0.
UNDER HORIZONTAL, "ES" & %S' JOIN AT 12 INCHES WHICH WOULD BE THE DISTANCE REOUIREO FROM THE OUTER EDGE OF THE ELECTRIC SERVICE (SPACE ALLOTMENT) TO THE OUTER EDGE OF GAS SERVICE (SPACE ALLOTMENT).
DATE 1-1-96
APPD 2&sar/g
MAIN TRENCH, EERVICE TRENCH PUBLIC PROPER^ (MINIMUM SEPARATION FROM)
3370-2 I UNDERGROUND DISTRIBUTION (UD) TRENCHES
AND UTILITY POSITIONING - S.D. COUNN
~~ -~
CAS STD. 7403.2 1. 1 Indicotes Latest Revision 1 1 ComDletelv Revised I 1 New Poat I -1 Informotion Removed 1 KMMq GUIOF I1 I I1 II .- *I
SOGdrE ELECTRIC STANDARDS
I REVISION
1NSTAUATK)N:
A, AN EFFORT SHOULD BE MADE TO KEEP THE TRENCH DEPTH LESS THAN 60 INCHES. IF A PERSON IS REOUIREO TO ENTER A TRENCH 60 JNCHES OR DEEPER, IT SMALL BE SHORED. BENCHED, OR SLOPED TO PRMNT MOVEMENT OF EARTH THAT MAY ENDANGER LIFE OR PROPERTY. THE TRENCH CONFIGURATION. UilUTv POSITIONING AND OTHER RELATED CONSTRUCTION MUST CONFORM TO THIS STANDARD AND THE STATE OF CALIFORNIA PUBLIC UTILITIES COMMISSION GENERAL ORDERS 128 AND 112Q AND ANY QTHER APPROPRIATE GOVERNMENTAL AGENCY
HAVING JURISDICTION OVER CONSTRUCTION.
NOTE: BENCHING THE TRENCH IS FOR SAFEM REASONS ONLY AND NOT TO BE USED FOR INSTALLATION PURPOSES,
THE TRENCH DEPTH IN THIS STANDARD SHAU BE FOLLOWED FOR ALL NORMAL INSTALWIONS. IN INSTALLATIONS WHERE THE TRENCH DEPTH CANNOT BE MET, G.O. 128 REQUIRES ONE OF THE FOLLOWING (1) STEEL, OR (2) SCHEDULE 40 PVC OR SCHEDULE 80 PVC CONDUIT WITH A MINIMUM WALL THICKNESS OF 0.15 INCHES, OR (3) A 5 INCH LAYER OF CONCRETE (2 SACK 3/8" ROCK) ABOVE AND 2 INCHES ON D4CI-I SIDE OF THE CONOUIT. REDUCED DEPTHS MUS BE APPROVED BY BOTH THE PROJECT MANAGEMENT SPECIALIST AND SOGdcE INSPECTOR.
CONDUIT COMBINATION SMALLER THAN 5 INCH, (NOT MULTIPLE ELECTRIC-ME OR SERVlCE CONDUITS) ME PERMITE0 WITHOUT SEPARATIOY WHEN INSTALLED IN A HORIZONTAL CONFIGURA7lON. SDGdtE TELECOMMUNICATIONS SPACE ALLOTMENT IS PERMITTED NEXT TO THE ELECTRIC SPACE ALLOTMENTS WITHOUT SEPARATION. MINIMUM TRENCH WIDTH. 24 INCH MAXIMUM TRENCH WIDTH) (SEE STANDARD 3376 FOR CONDUIT~~RENCH
B
c
(6 INCH
CONFIGURATION).
SERVICE GUIDE
I BASE AND SHADING MATERIAL FOR GAS TRENCH ONLY
IMPORTED MATERIAL CONSlSTlNG OF NATURAL SAND OR MANUFACTURED SAND, EXISTING NATIVE MATERIAL. OR COMBINATIONS MAY BE USED FOR BASE AND SHADING MATERIAL PROVIDED IT COMPLIES WITH CAS STANMD 67405 AND IS OF A QUALI'W, THAT WILL COMPLY WITH COMPACTION REOUIREMENTS OF GOVERNMENTAI. AGENCIES. STANDARD G7405 *SPECIFIES THAT THE MATERIAL MUST HAVE A MIXTURE OF PARTICLE SIZES ALL SMALLER THAN 1/2 INCHES, EXISTING NATIVE MATERIAL AND IMPORTED MATERlAL PROVIDED Bv A OMLOPER DOES NOT HAVE TO BE TESTED-BY AN INDEPENDENT PROFESSIONAL TESTING FIRM IF. IN THE OPINION OF THE INSPECTOR. IT MEETS THE G7WS SPECIFICATION.
3 Indicates Lotest Revision I I New Poge I I information Removed y&,3fs-
SDG&E ELECTRIC STANDARDS I REVISION
SHADING MATERIAL FOR ELECTRIC TRENCH ONLY ELECTRIC SHADING MATERIAL (ESM) SPECIFICATION. .
ACCEPTABLE MATERIAL FOR (DE) DIRECT BURIED CONDUITS.
3370.3
NA~~RAL SAND. MANUFACTURED~SAND. DECOMPOSED GRANITE. ROCK FREE SANDY LOAM, EXISTING NATNE MATERIAL OR COMBINATION THEREOF.; 'AGGREGATE COMPOSITION SHALL BE CAPABLE OF PASSING THROUGH A
UNDERGROUND DlSTRl6UTlON (UD) TRENCHES DATE 1-1-2000
APPD m/l/c.& AND UTILIlY POSITIONING - S.D. COUNN
112 INCH SIEVE. GRAVELS SHALL NOT AMOUNT TO MORE THAN SDZ OF THE MIJCTURE. SCREENING OR OTHER SurrABLE MEANS MAY BE REQUIRED AT THE DISCRETION OF THE SOCkE INSPECTOR TO MEET THIS (ESM) SHADING WTERlAL SPECIFICATION. NOT ACCEPTABLE ARE SOILS OF HIGHLY ORGANIC CONTENT IOEKnFlED BY ODOR OR SPONGY FEEL AN0 HIGHLY PLASTIC (SOGGY) CLAYS. SlLTS OR METALLIC SLAG.
BACKFILL MATERIAL FOR GAS AND/OR ELECTRIC
THE MATERIAL USED FOR BACKflLLlNG THE TRENCH ABOVE THE SWING MATERIAL AND EXTENDING UPWARD To THE SUBGRADE SHALL BE FREE OF ROCKS OR CLODS MGER THAN 6 INCHES IN ANY DIMENSION. THE COARSE MATERN SHALL BE WELL DISTRIBUTED THROUGHOUT THE FINER MATERIAL. THE AMOUNT OF ROCKS OR CLODS SHALL BE LIMITED. IN THE OPINION OF THE INSPECTOR. TO ALLOW FOR BAR EmNC FOR GAS LEAKS. THE - BACKFILL MATERIAL SHALL MEET THE REOUIREMENTS OF ALL APPLICABLE COOES. ORDINANCES -b&D S&&E STANDARDS AN0 BE FREE OF DEBRIS AND ORGANIC MATTER. 1-SACK CO FOR BACKFILL MATERIAL IF THE PIPE GAS IS SHADED WITH A MINIMUM OF OF COMPACTED SHACIINC: RRY MIX MAY BE USED FOR
MATERIAL. MEET THE REQUIREMENTS OF GOVERNMENTAL AGENCIES AND SDG&E STANDARDS. 1-SACK CONCRETE SLURRY MIX IS PREFERRED FOR BACKFILL.
BASE INSTALLATION FOR GAS: FOR CAS. 3 INCHES OF BASE MATERIAL IS REQUIRED ON THE BOnOM OF THE TRENCH TO PREVENT DAMAGE FROM
ROCKS, SAGS, OR POCKETS.
EARTH TRENCH BOTTOM INSTALLATION FOR ELECTRIC: (€8 & OB CONDUIT)
THE 1 INCH EARTH TRENCH BOTTOM SHALL BE STABLE WlTH A UNIFORM GRADE CONTAINING NO HARD CLODS, ROCKS, flC. THAT MAY DAMAGE THE CONDUIT. IF. IN THE OPlNlON OF THE SDG&E INSPECTOR, THE CONDUIT MAY BE DAMAGED, TAMPING, WETTtNG OR A 3 INCH BASE ELECTRIC SHADING MATERIAL (ESM) MAY BE REQUIRED.
COMPACTED SHADING MATER R COMPACTION) SHALL BE , INCHES OF COMPACTED ELECTRIC CONDUIT. A MIN SHADING MATERIAL WILL BE REOUIRED IF, IN THE OPINION OF THE INSPECTOR. THERE IS AN EXCESSM AMOUNT OF ROCK AND CLOOS IN THE BACKFILL. THE SHADING MATERIAL MUST BE INSTALLED AND COMPACTED AT EACH LML BEFORE INSTALLING THE NEXT UTILITY. THE SHADING MATERIAL MUST BE INSTALLED BEFORE THE TRENCH IS BACKFILLED TO PREVENT DAMAGE FROM ROCKS, CLODS. ETC. GAS PIPE SHALL NEVER BE CONCRETE OR SLU,RRY ENCASED, AND SHALL HAVE THE PROPER BASE, SHADING. BACKFILL. AND COMPACTION.
'
i 0
, ALL WE, SHADING, AND BACKFILL MATERIAL MUST 8E APPROVED BY AN SDGkE INSPECTOR.
@ ONE OR MORE 5 INCH PRIMARY CONDUITS SHALL BE SLURRY ENCASED.
F FOREIGN UTILITIES MUST NOT BE LOCATED UNDER ANY SW&E FACILITIES. SUCH AS HANDHOLES, TRANSFORMER
PIPE/CONDUFT- SIZE MINIMUM WIDTH MINIMUM TRENCH WIDTH uTILrry
SINGLE GAS - SERVICE 1 INCH AND LESS 6 INCHES
SINGLE 2 INCH 5 9 INCHES
SINGLE GAS 3 AND 4 INCHES 12 INCHES
SINGLE GAS 6 AND 8 INCHES 18 INCHES
GAS
ELECT.
TRENCH
SINGLE ELECT. 2 INCH CONDUIT 6 INCHES
UTILITIES (EXCLUDING GAS) 2 INCH CONDUIT 6 INCHES
ELECTRIC ALL SIZES 9 INCHES
StNGLE ELECTRIC L FOREtGN UTILITIES (EXCLUDING GAS) LARGER T" 2 INCH 12 INCHES
JOINT UTILITIES ALL PERMITTED SIZES 12 INCHES
MULTIPLE ELECTRIC SPACERS AN0 1-SACK CONCRETE SLURRY 9 INCHES
' SINGLE ELECTRIC & FOREIGN
FOR A GAS OR ELECTRIC SERVICE. IF ANY OBSTRUCTION IS ENCOUNTERED (WATER PIPES, ETC.), A 2 FOOT WIDE X 3 FOOT LONG HOLE MAY BE REQUIRED FOR WORKING ROOM IN THE AREA OF THE OBSTRUCTION. THIS IS TO BE DETERMINED BY AN SDCdrE INSPECTOR.
H THE FOREIGN UTILITY (U) SPACE ALLOTMENT MUST BE A MINIMUM OF 6 INCHES BELOW THE GAS MAIN AND 12 INCH RADIAL SEPARATION FROM ALL OTHER UTILITIES MUST BE MAINTAINED (SEE flGURES 1 AN0 5). (U) SPACE ALLOTMENT EXCEEDS A 9 INCH HORIZONTAL MEASUREMENT, IT MUST BE PLACED DIRECTLY ABOVE: THE ELECTRIC SPACE ALLOTMENTS AND SHALL NOT WEND PAST THE OUTER SIDES OF ELECTRIC SPACE ALLOTMENTS. 3. & 4. IF ("5 SPACE ALLOTMENT IS 9' X 9" OR SMAUER, IT IS ALLOWED AT THE SAME LML AS THE ELECTRIC (SEE FfGURE 6).
IF
FOR INSTALLATION PURPOSES, BENCHING THE: TRENCH IS NOT ALLOWED), SEE FIGURES 2.
GAS STD. 7403.4 1x1 Indicates Latest Revision I I Completely Revised
TRENCH. ALL EB CONDUIT SHALL BE ENCASED WITH CEMENT SLURRY (1 SACK).
CONCRETE OR SLURRY ENCASED IF INCLUDED IN THE MULTIPLE ELECTRIC PACKAGE.
OB CONDUIT MAY ALSO BE:
New Page Informotion Removed #RWCE mp'
REVISION
DATE 1 - 1 -2000
APPO &//d
SOG&E ELE CTRiC STANDARDS
UNDERGROUND DISTRIBUTION (UD) TRENCHES 337c1.4
AND UTILITY POSITIONING - S.D. COUNT/
.
SERVKX Gum
"
8
lndico tat Lotet t Revision I I Completely Revised I I New Pogc I I information Removed I %3p- I REVISION SDG%E ELECTRIC STANDARDS
@ MINIMUM SEPARATION MAlN TRENCH - UTlLrrY HORIZONTAL SEPARATION
TELCO MuLnPE CONCREE DUCT (CONDEX), RANSITE, WATER, NOT PERM~TTED IN JOINT TRENCH
SEWER. FUEL. OIL, DIESEL, PROPANE GAS, SPRINKLER. DRAIN.
LEACH LINES, STEEL GAS MAIN LARGER THAN Z', PRIVATELY OWNED UTILITIES i.e. PRIVATE TELCO, VIDEO, AUDIO. SECURITY WIRES, FIRE ALARM, STREET LIGHTING. ETC..
WITH GAS AND/OR ELECTRIC
WATER, SEWER, EXlSnNG GAS OR ELECTRIC, STORM DRAINS. STEAM, IRRIGATION PIPE, SPRINKLER PIPE LARGER THAN 4'. PRIVATE TELCO TRANSIT€, PROPANE GAS
5 FEET WITH 3 FEET OF
UNDISTURBED SOIL
SEWAGE LEACH LINES OR SEEPAGE PIE
IRRIGATION, SPRINKLER PIPE 4' AND LESS
FUEL OIL. GASOLINE, DIESEL
5 FEET FROM MAIN TRENCH FOR EACH 1' DEPTH OF MAIN TRENCH
.3 FEET PROVIDED DEPTH OF PIPE DOES NOT EXCEED DEPTH OF GAS OR ELECTRIC
FROM GAS-15 FEET, FROM ELECT.-S FEET WITH 3 FEET OF UNDISTURBED SOIL
IN CONSIDERATION FOR THE SAFETY OF THE GENERAL PUBbC. PERSONS ENGAGED IN CONSTRUCTION. PROPERTY, AND FOR THE OPERATION AND MAINTENANCE OF SOGbE W$XM. PROPANE GAS LINES ARE NOT PERMITTED IN A JOINT TRENCH WITH SDGdrE FACILITIES: ,I 1
* IF FIELD CONDITIONS WILL NOT PERMIT ANY OF THESE SEPARAM)NS. THEN APPRWAL OF REDUCED SEPARATIONS MUST COME FROM BOTH WE CUSTOMER PROJECT PLANNER AND SDGdrE INSPECTOR. ON FIELD CONDITIONS THAT WILL NOT PERMlT STANDARD PARALLEL SEPARATIONS, A 12 INCH MINIMUM SEPARATION IS REQUIRED. PROYANE GAS SHALL ALWAYS HAVE A s FOOT sEPmnm. - VERTICAL (CROSSING) unm SEPARATION MIN. -
WEf UTILITIES. TELCO, TV. GAS, ELECT. 6 INCHES
FUEL OIL. GASOLINE, DIESEL FROM GAS. 12 INCHES
ARC-WELDABLE PIPELINES 3" AND LARGER 18 INCHES
STEAM FROM GAS. POLY PIPE 5 FEET (SEE NOTE)
FROM ELECT. 6 INCHES
FROM ELECT.. 5 FEET
NOTE: PLAGE INSULATING BARRIER BETWEEN STEAM MAlN AND POLYETHYLENE PIPE AND/OR ELECTRIC.
MINIMUM SEPARATION SERVICE TRENCH
IN A SERVICE TRENCH, WATER, SEWER, PROPANE GAS, SPRINKLER, DRAIN, LEACH LINES, PRIVATELY OWNED uTlUTlES ;.e.. PRIVATE TELCO. VIDEO. AUDIO. SECURIM WIRES, FIRE ALARM. STREET LIGHTING. ETC., ARE NOT PERMITIED IN THE SAME TRENCH WITH GAS OR ELECTRIC. WHEN THESE FACILITIES PARALLEL GAS OR ELECTRIC, 12 INCHES SEPARATION BETWEEN SEPARATE TRENCHES SHALL BE MAINTAINED BETWEEN THE UTlLmES WITH AT LEAST 12 INCHES OF UNDISTURBED NATIVE SOIL BETWEEN TRENCHES. 5 FOOT SEPARATION. WHEN CROSSING, A 6 INCH VERTICAL SEPARATION IS REOUIRED.
(EXCEPTION) WHEN THERE IS NO SDG~E GAS IN THE sERVrcE TRENCH. A SINGLE NATURAL GAS LINE MAY BE INSTALLED IN THE TRENCH. PROVIDED A 12 INCH RADIAL SEPARATION IS MAINTAINED. MXVIDUAL HOUSE ON A CASE BY CASE BASIS, NOT A GROUP OF HOUSES/BUlLDlNGS).
FUEL OIL, GASOLINE, AND DIESEL LINES MUST MAINTAIN A 15 FOOT SEPARATlON FROM GAS PIPELINES AND A
FNE FOOT SEPARATION WITH THREE FEET OF UNDISTURBED SOIL SEPARATION FROM ELECTRIC CONDUITS.
PROPANE GAS SHALL ALWAYS HAM: A
(THIS IS FOR AN
If FIELD CONDITIONS WILL NOT PERMIT THESE SEPARATIONS, THEN COME FROM BOTH THE CUSTOMER PROJECT PLANNER AND SDGBrE APPRWAL OF
INSPECTOR. REDUCED SEPARATIONS MUST
3370.5 1 UNDERGROUND DISTRIBUTION (UD) TRENCHES [OAT 1-1-96
AND UTILITY POSITIONING - S.D. COUNTY /I APPD m/@
I
i CAS STD. 7403.6
RMSION
THE GAS MAlN SHALL BE SHALL HAVE A MINIMUM 0
TRENCH ABOVE ANY FORE1 ANY CROSSING INVOLVING GAS SHALL MAINTAIN A MINIMUM VERTICAL SEpARATlON OF 6 INCHES.
PUBLIC PROPERTY SHALL REQUIRE THE SAME COVER AND CLEARANCES AS A GAS MAIN. A GAS SERVICE IN A TRENCH ON PRIVATE PROPERTY MAY BE INSTALLED ON THE SAME LEVEL AS FOREIGN UTlLlM OR ELECTRIC. BUT SHALL NOT BE DEEPER THAN THE ELECTRIC SERVICE. SDG&E INSPECTOR IS TO DET€RMINE AT WHICH LEVEL THE GAS SERVICE IS INSTALLED ON PRIVATE PROPERlY.
SDG&E INSTALLED STREET LIGHT CIRCUITS. WHEN INSTALLED ALONE IN A TRENCH, SHALL BE AT A MINIMUM DEPTH OF 24 INCHES EVERYWHERE EXCEPT ON PRIVATE PROPERTY, WHERE THE MINIMUM MAY BE 18 INCHES BELOW FINAL GRADE.
THE ELECTRIC PRIMARY-’WILL BE ON THE STREET SIDE OF THE TRENCH. THE SDG%E STREET LlGHT CIRCUITS WILL BE ON THE PROPERTY SIDE OF THE TRENCH WHENEVER POSSIBLE. FOREtGN UllLllY STREET LIGHTS (NOT SERIES) SHALL BE ON THE PROPERTY SIDE OF THE TRENCH AT THE SAME LEVEL AS SDG&E CONDUITS AND SHALL MAINTAIN A 12 INCH RADIAL SEPARATION. ALL UTILITIES SHALL MAINTAIN A 6 tNCH SEPARATION WHEN CROSSING ALL SDGBE ELECTRIC. FOR SEPARATION ON THE SERVICE TRENCH. SEE CHART ON PAGE 7403.2 (3370.2).
MINIMUM HORIZONTAL SEPARATION FROM GAS PIPE TO ANY FOREIGN SUBSTRUCTURE (VAULTS,. HANDHOL ES,
INSTALLED. SHALL BE ON THE PROPERTY SIDE OF THE TRENCH, AND 2 PAD (AFTER COMPACTION) OF SHADING MATERIAL THE WIDTH OF THE:
A GAS SERVlCE INSTALLED IN A MAIN TRENCH OR A SERVICE TRENCH ON
., ETC.) SHALL BE 12 INCHES. . -- -”
Indicates Latest Revision I I Completely Revised New Poge I I Information Removed I KRvlCE WO‘ I I SDG%E ELECTRIC STANDARDS
@ IF AN AGENCY OR UTILITY SUCH AS ME U.S. GOVERNMENT, SAN DlEGO UNIFIED PORT DISTRICT, TELCO, CAW, UC. REOUIRES CONCRETE ENCASEMENT, CONCRETE MAY BE SUBSMUTED FOR THE BACKFILL BASE & SHADING SHALL BE PE STANDARDS. ON SDGLE CONDUITS, EITHER DIRECT BURIED OR CONCRETE ENCASED. A MINIMUM COMPACTED SHADING MATERIAL SHALL BE INSTALLED WER THE UPPERMOST OB CONDUITS BEFO ONCRETE BACKFILL IS INSTALLED. ALL OTHER 1NSTALLATlONS SHALL PROVIDE THE REOUIRED MATERIALS AS SPECIFIED IN THIS STANDARD AND STANDARDS 3365 & 3376. NOTE: THE GAS MAIN, GAS SERVICE SHALL NMR BE CONCRETE OR SLURRY ENCASED AND SHALL HAVE THE PROPER BASE. SHADING. BACKFILL. AND COMPACTION.
0. MlNlMUM SEPARATION OF ANY FOREIGN UTILITY INCLUDING WATER PIPES. SEWER. ETC.. FROM SDG&E SUBSTRUCTURES SHALL BE 12 INCHES. PROPANE GAS SHALL aE s FEET.
REFERENCES:
@
S.
T.
0 0 0
0
X.
2.
SEE STANDARD PAGE 3364.1 FOR UTILITY LOCATIONS IN LOCAL AND COLLECTOR STREETS.
SEE STANDARD PAGE 3364.2 FOR UTILITY LOCATIONS IN MAJOR STREETS, PRIME ARTERIALS AND EXPRESSWAYS.
SEE STANDARD PAGE 3364.3 FOR JOINT TRENCH TYPICAL LOCATION FOR UNDERGROUND CONVERSIONS.
SEE STANDARD PAGE 3365 FOR IMPORTED OR NATIVE BACKflLL MATERIAL.
SEE STANDARD PAGE 3365 FOR SLURRY BACKFILL MATERIAL.
CONCRETE OR CONCRETE SLURRY ENCASEMENT OF ELECTRIC CONDUITS SHALL BE IN ACCORDANCE WITH STANDARD 3376.
SEE STANDARD PAGE 3376. 3421, 3425. 3426, AND 3427 FOR CONDUIT CONFIGURATIONS ALLOWED IN THE SERVICE TRENCH.
SEE STANDARD 4620 TELECOMMUNICATIONS INSTALLATION.
FOR TRENCHING AND SHORING QUESTIONS. SEE SDG&E TRENCHING AND SHORING MANUAL.
DATE 1-1-2000
APPD
UNDERGROUND DISTRIBUTION (UD) TRENCHES
AND UTILITY POSITIONING - S.D. COUNN 3370 - 6
-t 1 ..- .
r SCOPE: THIS STANDARD SHOWS FIELD MAPPING REQUIREMENTS OF ELECTRIC CONDUIT FOR THE PURPOSE OF CREATING AN ACCURATE AS-BUILT. I' 1 -
PREPARING AS- BUlLiS
INTENT - THE INTENT OF PREPARING AN AS-BUILT IN THE FIELD IS TO OBTAIN THE NECESSARY DATA FOR RECORDING WE "MPE," "SIZE," "AMOUNT,' AND "POSKION' OF MATERIAL OR EQUIPMENT INSTALLED AND RECORD THE LOCATION OF THE FACILITIES FOR MAPPING BY THE MAPPING AND RECORDS SECTION.
INFORMATION TO BE OBTAINED FOR ELECTRIC UNDERGROUND
1. TIE-DOWNS 4. CONDUIT SIZE 2. SOURCE 5. FOOTAGES By CONDUIT SIZE
3. SUBSTRUCTURES 6. TOTAL QUANTITIES OF SWEEPS/BENDS
DATA COLLECTION VS. DmNG QUALITY
THE MAPMAKERS COPY NEED ONLY BE CLEAR AND LEGIBLE AND NOT OF DWNG QUALITY. THE PRIORIN PLACED ON FIELD AS-BUILT DRAWINGS SHOULD BE ON THE DATA COLLECTED SUCH AS MEASUREMENTS, QUAIJITIM, SIZE, ETC. IT IS THE RESPONSIBILITY OF THE MAPPING dc RECORDS SECTION TO DW THE FINAL MAP FOR PERMANENT RECORDS.
NOTE: iT IS THE RESPONSI6ILlW OF THE CON-RUCTlON DEPARTMENTS AND CONSTRUCTION SERVlCES TO PROVIDE FIELD AS-BUILT JNFORMATION (I.E.. MAPPERS, FOREMEN, ETC.). -
IN THE MNT AS-BUILTS REQUIRE AODlTlONAL INFORMATION. THEY WILL BE RETURNED TO THE PERSON ACCOUNTABLE FOR THE AS-BUILT. M-BUILT MUS INCLUDE THE FOLLOWING TO BE ACCEPTED BY MAPPING & RECORDS.
WORK ORDER NUMBER, PERSON'S NAhfE WHO DID THE AS-BUILT:NAME OF CONTRACTOR IF DONE BY CONTRACTOR. DATE, AND NAME OF PERSON APPROVING AS-BUILT.
ALL REQUESTS FOR CONFIRMATION OF FIELD AS-BUILT DATA SHOULD BE RETURNED TO MAPPING & RECORDS WITHIN (10) WORKING DAYS.
NEW COMPANY STANDARD AND POLICY
A MAPPER'S PACKAGE IS TO BE PREPARED AND ISSUED ALONG WITH THE WORK ORDER FOB CONSTRUCTION. THE MAPPER'S PACKAGE SHALL CONTAIN THE FOLLOWING ITEMS:
A ONE "FULL-SIZE' cow OF THE DESIGN DRAWING. B. C. UG CONDUIT DISPATCH ORDER TO BE COMPETED. 0.
ONE REDUCED COPY (IF APPLICABLE) OF THE DESIGN DRAWING.
BASEMAP PLOT. (OPTIONAL - NEEDED FOR URGER JOB)
NOTE:
ALL FIELD AS-BUILTS ARE TO BE CREATED USING ONE COPY FOR THE FULL SIZE OR REDUCED DESIGN DRAWING. RECORD, BY USE OF A GREEN COLORED PENCIL, THE NECESSARY DATA ONTO THE DESIGN DRAWING, USE THE GREEN PENCIL TO SCRATCH THROUGH DESIGN INFORMATION THAT DIFFERS FROM
THE MOM: COPIES ARE FOR THE USE OF THE PERSON RESPONSIBLE FOR PREPARING THE FIELD AS BUILT. THESE COPIES ARE STAMPED AS SUCH NOT TO BE USED FOR OTHER PURPOSES.
THE AS-BUILT INFORMATION.
IN THE APPROXIMATE AS-BUILT LOCATION. THIS FORMAT SHOULD BE USED ON ALL flELD AS-BUILD
IF PRIMARY OR SERVICE CONDUIT HAS A LOCATION SUBSTANTIALLY DIFFERENT THAN INDICATED ON THE ORIGINAL DESIGN, LINE THROUGH THE ORIGINAL LOCATION AND DRAW
DRAWINGS.
ALL DATA AND/OR CORRECTED INFORMATION As TO SIZE, LENGTH, POSITION, OR QUANTITY IS TO BE TRANSFERRED FROM THE DESIGN DRAWING ON TO THE APPROPRIATE DISPATCH ORDER AND LOCATION. ANY ADDITIONAL UNDESIGNED CONDUIT Of? STRUCTURES WILL BE SHOWN PER THE SAME STANDARDS.
.. Information Removed ':'.:.'.I Indicates Lotest Revision I I Completely Revised New Poge - I REVISION SOGBtE ELECTRIC STANDARDS
IDATE 1-1-94 ELECTRIC CONDUIT FIELD MAPPING 3150.1
1 T?
31 50.2 ELECTRIC CONDUIT FIELD MAPPING )ATE 1-1-94
WPD &/w
1. MELD MAPPING OF ELECTRIC CONDUIT UNDERGROUND
A. ~NDERGROUND ELECTRIC DESIGN SYMBOLS SHALL BE AS SHOWN IN ELECTRIC MAPPING STANDARDS, PAGE 3111 THROUGH 3150.
@ ALL ELECTRIC DUCT RUNS, INCLUCING SEmCES, WHICH COME FROM PADS, HANDHOLES, CABLE POLES. OR MANHOLES, AND THAT CROSS A STREET. SHALL SHOW THE POSITION OF THE TRENCH CROSSING
THE STREU IN RELATION TO THE NEAREST LOT LINE.
@ A DUCT LEAWING A PULL BOX AND GOING TO AN ADJACENT LOT SHALL SHOW THE TRENCH POSITION
IN REUTION TO THE PROPERTY LINE AND THE POINT AT WHICH If CROSSES INTO PRIVATE PROPERM IN RELATION TO THE CENTERLiNE OF THE ORClNATlNG STRUCTURE AND/OR NEAREST PROPERTY LlNE CORNER.
MEASURE- MENT SHOULD BE TAKEN FROM A PERMANENT LOCATION AND EDGE OF R/W OR PROPERTY LINE TO
THE END OF THE CONDUIT.
(MINIMUM OF TWO TIE-DOWNS). AS TO KEEP CREW EXPOSURE TO TRAFFIC AT A MINIMUM.
@ ALWAYS TIE DOWN THE ENDS OF EMPTY CONDUIT BEING INSTALLED FOR FUTURE EXTENSION.
EXAMPLES OF PERMANEM LOCATIONS ARE CENTERLINE OF STRUCTURES NOTE: REFERENCE POINTS SHOULD BE CHOSEN IN SUCH A MANNER
@ WHEN INSTALLING CONDUIT, A CENTERLINE MEASUREMENT IS NEEDED BETWEEN SUBSTRUCTURES AND BETWEEN THE CENTERLINE OF THE BUTT OF THE CABLE POLE AND THE FIRST SUBSTRUCTURE. ON TYPICAL STREET SECTION ANY VARIANCE FROM DESIGN.
DESIGN DRAWING, THE DISTNJCE FROM RIGHT-OF-WAY OR PROPERM LINE, STRAIGHT CENTER LINE SHALL
BE INDICATED.
@ IF A SUBSTRUCTURE OR CONDUIT IS SUBSTITUTED ON THE JOB SITE, THE APPROPRIATE SYMBOL AND/OR C?LLOUT SHOULD BE MARKED ON THE DESIGN DRAWING.
@ WHEN SUBSTRUCTURE DETAILS ARE INCLUDED AS PART OF THE DESIGN DRAWING, NOTE ANY CHANGES
NOTE IF NO STREET MPlCAL SECTION IS ON THE
TO THE ORIGINAL. INCLUOING -LE SIZE. CONDUIT SIZE. AND KNOCK OUT POSITION.
Completdy Rtv'scd .:. lndicotes Lotcst Revision New Poge Informotion Removed
e I t I k I I . I I .. .,
c a
- 5’-
I- 86’ f- 58’ J
1.:; .I lndicotes Lotart Revision I I Completely Revised I I New Pose I I Information Removed - I. . I ~~
REV1 SI ON SDC&E ELECTRIC STANDARDS
3150-3 I ELECTRIC CONDUIT FIELD MAPPING
.
I lo'
I i
I
t.
I
@ 1-2"
indico tes Lo tes t Revision Completely Revised (New Poge
(OPTIONAL) 82' TO CURB
Informotion Removed
\
DATE 1-1-94
APP D )YB/~ ELECTRIC CONDUIT FIELD MAPPING 3150 .4
TYPICAL STREET SECTION
NO SCALE
1’
,
31 50.5
,d
I 1
’. lndicotes Lotest Revision Completely Revised New Pogc Informotion Removed
SDGBrE ELECTRIC STANDARDS REVISION
DATE 1-1-94 ELECTRIC CONDUIT FIELD MAPPING
934-‘ n 1EB5”-191 \9 I I ’ I D119?
R/W
36’
8’1>4‘
934-77 D 1 19323
f!
.. '1
r
REVlSlON
DATE 1-1-94
APPD &&/w
2-5', #'lo00
1-4" SPARE
Completely Revised I New Page I I Informotion Rcmowd . .. lndicotes Latest Revision
SDG&E ELECTRIC STANDARDS
ELECTRIC CONDUIT FIELD MAPPING 3150.6
149 2-5". #IO00 T
c5 136 1-4". #2/0 ?I 147 1-4". #2/0
~~ -~
Submitted to Applicant by
San Diego Gas & Electric
Generd Conditions for Underground
Electric Distribution, Senice Systems
Construction and Gas Trench
PROJECT W0,RK ORDER NUMBER AND PROJECT TITLE
PROJECT COORDINATOR
PH:
.....................
,.. .
ALL WORK DONE PURSUANT TO THE A77ACHED MUST BE
ACCOMPLISHED IN COMPLIANCE WITH THE FEDERAL AND
STATE OF CALIFORNIA OCCUPATIQNAL SAFETY AND
HEALTH ACT.
.
1 .o
2.0 DEFINITION OF TERMS
3.0 CONTRACT DOCUMENTS
4.0
SCOPE OF GENERAL CONDITIONS
INSPECTION OF WORK AND INTERPRETATION OF CONTRACT DOCUMENTS
5.0 SDG&E'S RIGHT TO DO WORK
6.0 SCHEDULING
7.0 SURVEY AND EASEMENTS
8.0 PAVEMENT REMOVAL AND REPLACEMENT
9.0 EXCAVATIONS
10.0 INSTALLATION OF CONDUIT
11.0 BACKFILL AND COMPACTION
12.0 SUBSTRUCTURES
13.0 CABLE INSTALLATIONS (NEW)
14.0 SAFEGUARDS
15.0 CHANGES IN WORK
16.0 PHASING FOR ENERGIZING
17.0 DRAWINGS AND PRINTS
18.0 RELATIONSHIP OF PARTIES
19.0 FINAL ACCEPTANCE
20.0 WARRANTY
21 .o PERMITS AND LICENSES
22.0 INDEMNITY
23.0 PUBLIC RELATIONS
24.0 UNION LABOR IF APPLICABLE
25.0
26.0 NOTICE OR DEMAND
RISK OF LOSS OR DAMAGE
4
1 .O
These General Conditions apply to new underground electric facilities and gas trench where the
facilities being installed by an Applicant or by an applicant's contractor are for operations by SDG&E.
SCOPE OF GENERAL CONDITIONS
2.0 DEFINITION OF TERMS
The following terms in these General Conditions shall be. applied as follows:
2.1 "Agent" - Those persons authorized to act for or represent the Applicant or SDG&E.
2.2 "Applicant" - The party or parties contracting with SDG&E for underground facilities
and .to perform work described in these General Conditions.
2.3 "Contract Documents" - The Contracts, Agreements, Specifications, General Conditions, SDG&E Standards, drawings, permits and other papers for the purpose
of construction or pertaining to construction of underground electric facilities and gas
trench.
2.4 "Day or Days" - Normal SDG&E work days (Monday through Friday) unless otherwise
specified.
2.5 "Excavation" - Trenching, boring, and removal of soil required for the installation of
substructures, all necessary backfilling including required imported backfill material
and removal of trench spoil, and acceptable surface repair to the local governing
authority's specifications.
2.6 "Final Acceptance" - SDG&E's acceptance of all work performed by the Applicant
includes "as-built" drawings and reconciliation of all material obtained for SDG&E.
2.7 "Final Grade" - The grade after paving and landscaping are completed.
2.8 "Finish Grade" - The grade shown on plans.
2.9 "Improvements"- The requirements of either the governing municipality or SDG&E
which will ensure protection for SDG&E facilities and provide verification of finish
2.10 "Inspector" - The SDG&E employee assigned to inspect and accept or reject work on
of with the Contract Documents, SDG&E
en issued to the Construction
Depanment and all related holds (monies, contracts, Right of Ways, etc.) have been
removed.
"Landowner" - Public or private entity, or a natural person or persons, whose property
is affected in any way by construction performed by Applicant.
-
2.1 2
2.1 3 "Project Coordinator" - The SDG&E employee assigned to coordinate projects through
construction. The Project Coordinator will work with the SDG&E Inspector and
Applicant to coordinate the scheduling of SDG&E crews.
1
3 -0
4.0
2.14
2.1 5
2.16
2.17
2.1 8
2.1 9
"SDG&E" - San Diego' Gas & Electric Company (including its contractoc .
subcontractors, employees, representatives or agents).
"SDG&E Standards" - SDG&E Gas and Electric Construction Standards, including
SDG&E's "Service Guide" (available upon request).
"Specifications" - The construction drawings (including any revisions, supplements
or SDG&E approved field changes) furnished to the Applicant detailing the work to
be performed.
'Substructures" - Includes, but are not limited to, manholes, handholes, vaults, pads
(for transformers, terminators or fuse cabinets), grounding grids and other structures
needed to accommodate cables, connections, transformer and appurtenances.
"Vault Book" - SDG&E transformer vault specifications.
"Work" - The performing of all labor and the furnishing and installing of all materials
and equipment, necessary to accomplish all the duties and obligations imposed by the
Contract Documents and Specifications.
CONTRACT DOCUMENTS
3.1 These Contract Documents are mutually binding on all and the Applicant must be
thoroughly f arniliar with them. Technical trade terminology shall retain well known
meanings. AI1 Applicant work responsibility and any work reasonably inferred
necessary to produce the intended results, shall be supplied by the Applicant.
Specified dimensions (except as provided in section 15.0) shalt govern. Work or
specified shall be performed in the same manner as similar work specified. SpecifiL
details take precedence in the manner of construction.
INSPECTION OF WORK AND INTERPRETATION OF CONTRACT DOCUMENTS
4.1
4.2
4.3
4.4
All work and materials shall be of SDG&E approved manufaciure c!ass or grade
specified in the Contract Documents. It shall be the Applicant's responsibility to
thoroughly familiarize all of its Agents with the contents of the Contract Documents
and to accurately advise SDG&E of its construction schedule. SDG&E will be
represented in the field by an Inspector and all work and material shall be subject at
all times to inspection by the Inspector.
Applicant is required to call the number in Section 6.0 for inspection of his work by
2:30 p.m. one work day prior to the date inspection is requested. The Inspector will
inspect each completed stage of Applicant's work including: trenching, substructure
installation, conduit installation, backfill, compaction, and cabling. As each stage is
completed, it will be approved by the Inspector. If SDG&E crews are needed, they
will be dispatched as available after the Inspector has verified that the Applicant has
satisfactorily performed his portion of the work.
Any workmanship or material supplied by the Applicant which does not meet the
criteria specified in the Contract Documents may be rejected by the Inspector whose
decisions shall be final and conclusive. The decision of SDG&E shall be final as to all
matters of interpretation of the Contract Documents.
Any workmanship or material rejected by the Inspector shall be replaced by Applicani
at Applicant's expense. Inspections and final acceptance shall not relieve the
Applicant's obligation to complete the work in accordance with the Contract
Documents and SDG&E Standards.
2
#
5.0 SDG&E'S RIGHT TO WORK ,
If the Applicant fails to perform the work in accordance with the standards, within the prescribed time
period, or any obligation imposed by the contract documents, SDG&E, except as indicated below, after
giving seven days' written notice to the Applicant, may take over and finish the Applicant's work or
may correct any defects at the Applicant's expense. If SDG&E is unable to collect reimbursement for
its cost of work after 30 days from completion of the work, the actual cost may be deducted from
Applicant's refundable monies on deposit with SDG&E, or, at its option, SDG&E may recover such cost
by claim against the surety on the performance bond furnished by the Applicant.
6.0 SCHEDULING
After receipt of written notification from SDG&E that construction orders have been released and
issued, the Applicant shall immediately advise SDG&E of the construction schedule, arrange a pre-
construction meeting with the Project Coordinator and verbally confirm the start date two working days
in advance of trenching.
6.1 All work by Applicant shall be coordinated with SDG&E in a manner that will permit
SDG&E or its Agents to perform its work without delay and in an efficient manner
throughout the period of construction without being required to reschedule its
construction forces after starting the field installation.
6.2 The Applicant understands that trenching and backfilling must be coordinated with
the installation of facilities such as gas piping and/or equipment by SDG&E. The
Applicant shall contact the Project Coordinator to avoid SDG&E construction schedule
delays. The Inspector will specify the amount of clear open trench for SDG&E work.
Inspector and Construction Crew work will be performed during normal business
hours. The Applicant shall continue trenching to allow the project to be completed
in an efficient manner. Joint trench agreements with other underground utilities must
be approved by SDG&E before the start of construction and coordinated to avoid
conflicts between construction forces.
6.3 The Applicant should call Underground Service Alert (1 -800-422-41 33) for mark-out
two working days before trenching. The Applicant must locate all existing facilities
before construction and protect them throughout the construction period. Gas and
electric facilities will not be installed until all wet utilities have been installed and
backfilled. Pressurized sprinklers and irrigation lines installed after SDG&E's facilities
must maintain the minimum clearances specified in SDG&E Standards.
6.4 Applicant shall report to Project Coordinator any damage to any facilities resulting
from the construction and shall file a complete written repon with SDG&E of the
surrounding circumstances within 24-hours of the incident or by the end of the next
working day.
7.0 SURVEY AND EASEMENTS
The Applicant shall be responsible for establishing and maintaining alignment and finish grade for
SDG&E substructures and trenches throughout the construction of the project. SDG&E will survey,
obtain easements and stake trench positions when easements dictate a definite route on private
property, or in a dedicated street position.
-
8.0 PAVEMENT REMOVAL AND REPLACEMENT
8.1 Applicant agrees, that when trenching or excavating in paved streets or sidewalks,
all cutting, removal and replacement of pavement or concrete shall be performed by
3
_.
methods which meet the requirements of all governmental authorities has’ 3
jurisdiction.
8.2 Applicant agrees that any cunailment or rerouting of traffic necessirated by
Applicant’s work within streets or sidewalk areas shall be coordinated with all
governmental authorities having jurisdiction.
9.0 EXCAVATIONS
9.1
9.2
9.3
9.4
9.5
9.6
9.7
9.0
9.9
Excavations for substructures shall be made to such dimensions and grade lines as
are necessary to perform the work shown by Specifications and to a depth that will
provide the ground coverage between the top of the conduit entering the
substructures and finish grade directed in the appropriate SDG&E Standards. Applicant
shall verify in writing that all substructures are set to finish grade prior to backfilling.
The Applicant shall maintain finish grade stakes for all four corners of all
substructures until final backfill and compaction has been completed and accepted by
Inspector. Should any adjustments to substructures be required due to variations in
final grade not previously submitted to SDG&E. all costs for adjustments made by
SDG&E shall be borne by the Applicant.
Trenches shall be excavated in accordance with location and alignment shown on the
Specifications and to provide minimum width and depth necessary to install the
substructures, electric lines or gas pipe as specified in SDG&E Standards.
Bottom of excavations and trenches shall be free of rocks, dirt clods and pockets and
shall be graded with a base so that sags will not occur in any conduit or gas pipe
placed therein as specified in SDG&E Standards.
Any excavation made to an incorrect depth shall be adjusted to the correct depth and
thoroughly compacted by Applicant in accordance with the compaction requirements
of the Contract Documents.
Where excavations occur in soil, which is, in the opinion of the Inspector, xs?able
and unsuitable for adequately supporting the conduit, gas pipe or substructures,
reinforcement shall be required and constructed to accommodate the injividual case
as determined by SDG&E.
The Applicant shall not place excavated soil where it would pose a hazard IO
pedestrian or vehicular traffic or interfere with the installation of SDG&E facilities.
The Applicant is responsible for the disposal of all excess soil.
If SDG&E encounters hazardous or toxic material while performing construction on
the project, SDG&E will halt work immediately, and it will be the Appiicant‘s
responsibility to remove and or clean up all hazardous toxic material. SDG&E will
have no liability or obligation whatsoever’to clean up, remove or remediate any
hazardous or toxic materials discovered during the course of construction,. unless the
material were deposited through the negligence of SDG&E.
The location of all excavation is subject to change as necessitated by conflicts,
obstacles, or field conditions revealed by actual examination during construction and
Applicant agrees to pay any additional trenching, excavation, backfill, compaction,
pavement replacement or other costs required by such changes in location.
When padmount equipment is to be installed in a location which requires equipment
barriers or retaining walls, Applicant shall install them in accordance with SDG&E
Standards.
4
1
9.10 Retaining walls may be used as an acceptable alternative to establishment of proper
grade. They shall be provided and installed at Applicant’s expense per SDG&E
Standards. If retaining walls are required for any reason during the warranty period,
they also shall be provided and installed at Applicant’s expense.
10.0 INSTALLATION OF CONDUlT
THE FOLLOWING PROVlSlONS APPLY TO APPLICANT’S INSTALLATION OF CONDUIT:
10.1 Conduits shall be installed in the trench in the alignment shown on the Specifications
and all material used shall be those specified in SDG&E Standards.
10.2 On approval of Inspector, ground cover may be reduced where the specified minimum
ground cover cannot be obtained in crossing over storm drains, foreign substructures,
or other obstacles.
10.3 Extreme care shall be exercised to ensure that foreign matter does not enter the
conduits during installation, or at any other time thereafter.
10.4 When such responsibilities are shown on the Specifications, cable pole conduits shall
be SDG&E approved and installed per SDG&E Standards unless otherwise instructed
by the Inspector.
10.5 Manufactured horizontal bends in the conduit shall be installed according to SDG&E
Standards. Should field conditions warrant a lesser radius, the Applicant shall obtain
SDG&E approval.
10.6 Aft concrete, unless otherwise permitted by Inspector, shall be ready mixed and shall
meet the requirements of SDG&E Standards,
10.7 The installation of conduit by Applicant must be coordinated with SDG&E or its Agent
to permit the installation of substructures and any conduit which may be installed by
SDG&E. After the substructures are placed in position, the conduits shall be
terminated in the substructure per SDG&E Standards.
10.8 Service conduit stubs shall be extended and marked three feet beyond the
substructure or retaining wall according to SDG&E Standards.
10.9 Any trench or excavation of 5 feet or more in depth, which will be entered by SDG&E
employees, requires spoil to be placed a minimum of 24 inches from edge of
excavation. Depths of less than 5 feet, require a minimum clearance of 12 inches.
Shoring or sloping may be required in depths less than 5 feet and is required for
depths 5 feet or more (OSHA).
10.1 0 Gas and electric facilities in conflict with other construction must be shown on plans
provided by Applicant, and SDG&E must be notified prior to trenching.
Street light circuits, CATV and telephone positions must be verified by the Applicant
with each serving agency and installed to their specifications in addition to SDG&E
Specifications.
10.1 1
10.1 2 Each run between substructures, pads, customer‘s service, risers, etc., shall be one
size conduit continuously, Le., no reducers are allowed except where the conduit
enters the substructure or above the ground level on a riser pole. Deviations must be
approved by SDG& E.
106-35140F 1292
5
I.
1 0.13 All plastic conduit shall comply with SDG&E Standards, identified by manufacturer's
marking, and be verified that it is an approved conduit. Conduit found to be defective
or not on approved supplier's list shall not be acceptable.
1 0.14 Installation of electric conduits with concrete substructures must be coordinated with
SDG&E. All conduits shall enter a substructure in a horizontal plane, using bottom
set of knockouts first, exception being a 3315, 3316 and 3324 manhole in which
pan of the job package are pages showing conduit placement to assure correct cable
training and connections. Conduits shall be terminated in substructures per SDG&E Standards. Open conduit ends shall be sealed during construction to prevent contamination inside conduit. Conduits must be watertight and mechanically sound
at entry point.
10.15 Core boring can only be authorized by SDG&E to insure against structural damage.
All work must be performed per SDG&E Standards. Conduits used with core boring
must be grouted.
10.16 Mandreling of conduit must be performed by the installer in the presence of SDG&E
Inspector. The conduit installer must provide a 3/16 inch polypropelene pullrope in
each conduit. The rope shall be approved by SDG&E and have a minimum average
tensile strength of 720 Ibs. Pullrope tails of 24 inches shall be secured at each end
of the conduit.
1 1 .o BACKFILL AND COMPACTION
When Applicant's responsibility under the Contract Documents includes base, shading, backfill and
compaction, the following provisions apply:
1 1.1 Backfill, base and shading shall be made with materials and by methods which will
meet the requirements of all applicable codes, ordinances and SDG&E Standards. It
must be approved by SDG&E Inspector.
1 1.2 Compaction shall be performed in accordance with governmental agencies and shall
have a minimum of 90% relative compaction.
11.3 When gas piping is installed and not energized, shading will be done the same day,
if practical, but not later than the following calendar day. Gas mains must be shaded
and backfilled before they are energized. Gas services, when energized, must be
covered during the same working day. During construction, new service lines must be made safe from normally anticipated hazards. Energized service lines left
unattended must have a minimum of 12" cover on private property and 18" on public
property. Completion of the backfill must be made in a timely manner.
11.4 Shading between the different levels of jointly used trench must be compacted with reasonable care to prevent damage to the facilities installed and shall be compacted
before proceeding with the next utility installation.
11.5 Soil filled sacks or redwood timber breakers shall be installed across trenches as
required by the Inspector in banks exceeding 25% slope. Water diversion berms shall
be cut diagonally across trenches and working strips on banks exceeding 35% slope.
The Inspector may require cement slurry backfill on slopes as specified in SDG&E
Standards.
6
12.0 SUBSTRUCTURES
12.1 GENERAL
Unless otherwise specified, all substructures, and related hardware including, but not
limited to, frames, covers, barrier posts, ladders, ground rods, ground grids and cable
supports shall be provided and installed by the party responsible for installing the
substructures and shall comply with SDG&E Standards and SDG&E Vault Books. All
of the substructures and related hardware used are to be approved by SDG&E. The
above facilities, if applicable, will be installed at locations specified by the
Specifications and in a manner prescribed by SDG&E Standards.
12.2 PRIMARY MANHOLES AND VAULTS
The location of conduit entrances or recesses and sumps shall be as shown in SDG&E
Standards. Manhole or Vault entrances shall be installed as shown on the
specifications. Neck extensions shall be ordered with the manhole or vault and shall
be adjusted to permit installation of the cover at final grade.
12.3 PRIMARY HANDHOLES
When Applicant's responsibility under the Contract Documents includes all or a
poaion of the substructures, Applicant shall adjust the top section and lid to final
grade per SDG&E Standards. Conduits entering handholes shall be terminated in
accordance with section 10.8.
Where any substructures are to be installed by SDG&E or its contractors and
Applicant is responsible for excavation, finish grade must be established to within 3"
before substructure can be set. The top section and lid shall be adjusted to final
grade by SDG&E or its contractor if less than a 3" adjustment is required. The
developer is responsible for maintaining the excavations for substructures for a period
of five days. If SDG&E has not installed the substructures within the five day period,
SDG&E assumes responsibility for the excavation.
.
12.4 2
Prior to the installation of these facilities, the Applicant must complete the
improvements adjacent to these facilities including barrier posts. Proper compaction,'
and final grade must be established by Applicant and inspected by SDG&E for the
transformer and equipment pads. Applicant must complete the required excavation
for secondary handholes and site preparation for pads.
12.5 COMPLETION OF IMPROVEMENTS
The Applicant must complete improvements (including proper compaction, final grade,
excavation and site preparation) adjacent to pads and secondary handholes prior to
scheduiing SDG&E crews for installation and energizing of facilities. If improvements
are to be installed in segments, a minimum of 10 feet of improvements fronting
electric facilities is required. Any damaged substructure shall be replaced by the
Applicant before the system is energized.
13.0 CABLE INSTALLATIONS
THE FOLLOWING PROVISIONS APPLY TO APPLICANT'S INSTALLATION OF CABLE:
13.1 It shall be Contractor's responsibility to protect the cable and other material furnished
by SDG&E against damage. Cable pulling methods shall be subject to the approval
of the Project Coordinator. If cable or associated materials are damaged due to
.
IK35140~ 1292
7
13.2
13.3
13.4
13.5
?
Contractor's negligence or faulty equipment, Contractor shafl replace damaged section
in a manner satisfactory to SOG&E and at no additional cost to SDG&E. All sections
of cable that are damaged by the application of grips shall be discarded.
All cable ends shall be sealed to effectively prevent moisture from entering the cable.
HANDLING REELS
lnsuection Contractor shall inspect each reel upon receipt to-determine whether or
not visible damage has occurred during transit and/or storage.
foadina and Unloadinq Reels shall be handled in such manner as to prevent smashing, nicking, cutting or other damage to the cable. When unioading reels from
trucks, reels shall not be dropped to the ground or allowed to roll freely down ramps.
Cranes or other equipment of adequatexapacity shall be utilized, and care shall be
taken to avoid damage to the cable or reels.
Final InsDection After removing lagging or other protective covering from reels,
Contractor shall examine outside layer of each reel to be sure that the cable is
undamaged and that no nails, staples, or other sharp objects which would damage the
cable during unreeling protrude on the inside of the reelheads.
Emotv Reels Contractor shall return all empty returnable reels prior to completion of
the work as instructed by the Project Coordinator. Contranor shall dispose of all
empty non-refundable reels.
SPLICES
Unless otherwise directed, splices shall be made in accordance with SDG&E
Standards.
The Project Coordinator shall be present when all primary splices are performed, and
shall reject those splices which do not comply with SDG&E Standards. Failure to
notify the Project Coordinator is justification for rejection of the splices not performed
in the Project Coordinator's presence.
lhetoo ired fo ctor ed
by SDG
PROOF TESTING
All primary installations anent connenio
distribution system. The nt during all proof
Failure to notify the Proi rejection of the
performed in the Project Coo
The devices and methods utilized by Contractor for proof-testing shall depend upon
the circuit configuration and type of equipment. Testing methods shall be in
accordance with approved SDG&E procedures.
-
14.0 SAFEGUARDS
All material, work, traffic control and work areas shall comply with ali applicable Federal, State, and
local safety laws or rules that are necessary to protect Applicant's and SDG&E's employees, the public,
and workmen during the time of construction. Applicant shall take all steps to protect prope.rty
0
9
adjacent to the construction project from damage resulting from work specified and performed
hereunder.
15.0 CHANGES IN WORK
Modification of the Specifications may be made in writing by mutual agreement between the Applicant
and SDG&E. Requests for changes shall be directed to Planner. Such changes may cause delays in
construction and require an engineering fee and revision to the Specifications, and costs resulting from
work changes are the Applicant's responsibility under section 20.0. Minor changes for adverse field
conditions may be approved in writing at the job site by the Inspector to facilitate construction.
16.0 PHASING FOR ENERGIZING (Applies only when cabling is installed by SDG&EI
When SDG&E and the Applicant agree before the completion of final Specifications, portions of the
underground facilities may be phased for energizing before Final Acceptance provided the phasing does
not delay completion of the entire project, SDG&E retains control of the energized portion, and the
energized area is compatible with the system design and SDG&E's safety practices. Energizing
portions of systems shall in no way relieve the Applicant of any of its duties.
17.0 DRAWINGS AND PRINTS
17.1 Applicant shall at all times maintain a set of the current
Specifications at the job site, and these will at all times be available
for inspection by the Inspector who shall have access thereto on
request. Applicant shall maintain at the job site any related project
plans (e.g. alignment and finish grade of street improvements)
approved by the governmental agencies having jurisdiction.
17.2 Prior to energizing, Applicant shall provide as-built drawings of facilities installed by
the Applicant or his contractor per SDG&E Standards.
18.0 RELATIONSHIP OF PARTIES
In assuming and performing the obligations of these Contract Documents, Applicant is acting as an
independent contractor. Applicant shall .assume full responsibility for the ownership, custody, and
control of work and facilities to be constructed. All persons employed by Applicant in connection
herewith shall be employees of Applicant. SDG&E's inspections, or any suggestions or objections
made by SDG&E shall not constitute or be construed as an exercise of management or supervision over
the work, nor shall it be construed as acceptance of the work, or any part thereof, as it progresses,
nor shall it limit or affect the right of SDG&E to reject any pan or all of the work when completed in
case the same does not conform to Contract Documents.
19.0 FINAL ACCEPTANCE
Final acceptance by SDG&E will be made when Applicant has provided "as-built" drawings and
satisfactorily completed all work and improvements as called for in the Contract Documents including
reconciliation of materials. SDG&E shall notify Applicant in writing of final acceptance of the work.
Failure or neglect on the part of SDG&E to reject inferior work during the construction period shall not
be construed to imply acceptance of such work nor to preclude its right to reject it. Applicant shall
be required to correct all defects which become evident at any time prior to final acceptance of
Applicant's work by SDG&E. The cost of all such repairs, material, labor, and overheads shall be borne
by Applicant. Ownership, custody, and control of the work and facilities shall pass to SDG&E only
upon Final Acceptance.
106.35140F I292
9
-. I
20.0 WARRANTY
The Applicant expressly represents and warrants that all work performed and all materials used are free
from defects of workmanship and conform to the Applicant's Contract obligations. This warranty shall
commence upon Final Acceptance and end one year from that date. The Applicant shall pay the actual
cost to SDG&E for any breach of this warranty corrected by SDG&E (including labor, material and
overheads). If SDG&E is unable to collect for the work after 30 days from completion, the actual cost
may be deducted from the Applicant's refundable monies on deposit with SDG&E. SDG&E may
recover such cost by claim against the surety on the performance bond furnished by the Applicant.
21 .O PERMITS AND LICENSES
The Applicant shall obtain and pay for all permits and licenses required by governing agencies before
starting any work. In the event any governmental agency imposes conditions which necessitate any
changes in the trench or conduit system shown on the Specifications, the Applicant agrees not to
proceed with any work affected by the conditions until SDG&E has completed the necessary redesign
of construction drawings and new agreement documents have been signed by SDG&E and the
Applicant. New agreements shall be the standard agreements in effect at the time the changes are
made.
22.0 INDEMNITY
Applicant will indemnify, defend, hold SDG&E its employees and agents harmless from any and all
claims, demands, loss, liability or expense (including attorneys' fees) for injury to or death of any
person, or damage to or destruction of any property, in any way resulting from or connected with the
performance of the work by Applicant's Contractor, its agents, employees, or subcontractors
regardless of the negligence of SDG&E except in those cases where SDG&E has been solely negligent
or SDG&E's willful misconduct caused the damage or injury. For purposes of this indemnificarion,
SDG&E's inspections, objections or comments shall NOT be construed as an exercise of management
or supervision.
23.0 PUBLIC RELATIONS
The Applicant shall maintain a good public image. Excess soil, litter and debris around the work area
shall be removed during construction. Due precauticn shall be observed to avoid damage to lawns,
trees, shrubs, flowers, fences and other property. All landowners and tenants shall be notified in
advance when work interferes with their use of walks, driveways, roadways or entrances. Any
disagreements, problems or adverse criticism in connection with the work from area landowners,
tenants, the general public or public officials shall be reported promptly to the Project Coordinator.
24.0 UNION LABOR IF APPLICABLE
If for any reason, any work is performed by Applicant upon facilities that are at the time of work by
Applicant, owned and maintained by SDG&E, Applicant agrees that such work shall be done in
compliance with the terms and conditions of that amended Agreement between SDG&E and Local
Union 465, International Brotherhood of Electrical Workers, or such other agreements as may be
entered into between the Applicants' Contractor and bona fide unions of international organizations
affiliated with the American Federation of Labor and Congress of Industrial Organizations or other bona
fide labor organizations.
25.0 RISK OF LOSS OR DAMAGE
The Applicant must take proper care to protect, and avoid any loss or damage to, material and/or
equipment furnished by the Applicant or by SDG&E until Final Acceptance. Any damage, injury or loss
shall be repaired, corrected or replaced by the Applicant at his sole expense. If the Applicant fails to
do so, SDG&E may complete the work and deduct such costs from any amounts due or to become due
10
* to Applicanl. or SDG&E may, at irs Option. recover such cos; by claim againsz the surety on the
perforrnanco bond furnished by Applicant.
26.0 NOTICE OK DEMAND
Any notice or demand which may or must be given by either party to the other hereunder unless
otherwise specified shall be made in wriring and shall be deemed to have been duly given when
delivered by personai service, or 24-hours after it is depositzd for mailing at San Diego, California, by
certified Unired States mail, postage prepaid, addresssd 'as follows, or to such other place as the
parties may hereafrer in writing direct:
TO UTILITY: TO APPLICANT:
San Diego Gas' & Electric Company
P.O. Box 1831 San Diego, CA 921 12 - 4150
Address
Attention:
~ ~-
Attention:
11
*3700/3702 Jefferson = 1-2” duct from existing telco pedestal to south side of building.
*37 1U37 14 Jefferson = 1-2” duct from existing telco pedestal to north side of building.
*3724/3726 Jefferson = 1-2” duct from existing telco pedestal to north side of building.
*3726 Jefferson = 1-2” duct from existing telco pedestal to north side of building.
*3748/3750 Jefferson = 1-2” duct hm existing telco pedestal to south side of building.
*3760/3762 Jefferson = 1-2” duct from existing telco pedestal to north side of building.
Existing pole P27654J to new telco pedestal location #I = 1-4” duct,
*3772/3774 Jefferson = 1-2” duct from new telco pedestal location #I to south side of building.
*3784/3786 Jefferson = 1-2” duct from new telco pedestal location #1 to north side of building.
Existing pole P220 16 to new telco pedestal location #2 = 1-4” duct.
*3800/3802 Jefferson = 1-2” duct hm new telco pedestal location #2 to north side of building.
*3812/3814 Jefferson = 1-2” duct from new telco pedestal location #2 to north side of building.
*3824/3826 Jefferson = 1-2” duct from existing pole 604127H to north side of building.
APPENDIX "E"
SOILS ANALYSIS
&
technical and Emronmenul Sciences Consultants
July 17,2002
Project No. 104669002
Ms. Marie1 Cairns
'PBS&J
175 Calle Magdalena
Encinitas, California 92024
Subject: Pavement Recommendations
Jefferson Street North
Carlsbad, California
Dear Ms. Cairns:
In accordance with your request and authorization, we have performed sampling and laboratory testing of
subgrade soils at the Jefferson Street North project in Carlsbad, California. Subgrade soils were collected from two locations and tested for R-value. The laboratory test results are attached. Based on the results
of our subsurface evaluation, laboratory tests, and our experience with soils similar to those encountered
at and near the site, we have assumed an R-value of 68 for the preliminary basis for design of flexible
pavements at the project site. Actual pavement recommendations should be based on R-value tests per-
formed on bulk samples of the soils that are exposed at the finished subgrade elevations across the site
prior to paving.
We understand that this portion of Jefferson Street is considered a local street. Based on a Traffic Index
(TI) of 5.0. we recommend a pavement section consisting of 3 inches of asphalt concrete over 6 inches of
Caltrans Class Jl aggregate base. If this portion of Jefferson Street is considered a collector street, we
would recommend a TI of 6.0 be used and a pavement section consisting of 4 inches of asphalt concrete
over 6 inches of Caltrans Class II aggregate base. We recommend that the geotechnical consultant re-
evaluate the pavement design, based on the R-value of the subgrade material exposed at the time of con-
struction. We recommend that the upper 12 inches of the subgrade be compacted to a relative
compaction of 95 or more percent of the maximum dry density as evaluated by ASTM D 1557-00. The .
above pavement sections should provide an approximate pavement life of 20 years. If traffic loads are
different from those assumed, the pavement design should be re-evaluated.
If you have any questions regarding this letter, please call at your earliest convenience. We appreciate the
opportunity to be of service.
Sincerely,
Erik Olsen, G.E.
Chief Geotechnical Engineer
EO/Rl/eo
Attachment: . Laboratory 1
hdal L. Irwin, C.E.G.
Chief Engineering Geologist
* 9
Distribution: (2) Addressee
57 IO RufFin Road = San Diego, California 92 123 = .Phone (858J 576- IO00 9 Fax (858J 576-9600
~ ~~- ~
SanDiego - lrvrne Ontario LosAngeles . Oakland = LasVegas = SaltLakeCity = Phoenix
c
SAMPLE DEPTH
(FT)
0.5 - 2.0
1.6 - 3.6
SAMPLE LOCATION SOIL WE
Silty SAND
Silty SAND
Gl
G2
R-VALUE TEST RESULTS
PERFORMED IN GENERAL ACCORDANCEWITH ASTM D 2844-94
R-VALUE
68
71
R-VALUE TEST RESULTS
Jefferson Street North
Carlsbad, California 1
7/02
PROJECTNO. I
104669002