11-0802_AMERICAN ASPHALT_Pavement Rehabilitation Improvement PlansCITY OF SAN JUAN CAPISTRANO
COUNTY OF ORANGE
STATE OF CALIFORNIA
SPECIFICATIONS
AND CONTRACT DOCUMENTS
Pavement Rehabilitation Improvement Plans
1- Camino La Ronda & Paseo Rita (CIP 07105L
2- Rancho Vieio Road (CIP 11108L and
3- Allevwavs in CaDisttlfntiViU^I and III (CIP 07105)
PUBLI R^j^kiECTOR
NASSER ABBASZADEH
June 2011
TABLE OF CONTENTS
Pavement Rehabilitation Improvement Plans
Camino La Ronda & Paseo Rita (CIP 07105), Rancho Vieio Road CCIP
11108), and Allevwavs in CapistranoVillas II and III (CIP 07105)
TITLE PAGE
CONTRACT DOCUMENTS
Notice Inviting Bids 1
Bid Proposal : 4
Schedule of Work Items 7
Non-CoIIusion Affidavit 12
Designation of Sub-Contractors 13
Instructions to Bidders 14
Bid Bond BB-1
Performance Bond PB-1
Labor & Material Bond LB-1
CONTRACT
Contract C-1
SPECIAL PROVISIONS
Work to be Done SP-1
Section 1 Standard Specifications SP-1
Section 2 Terms Defmed ; .: SP-3
S ection 3 Flow and Acceptance of Water SP-3
Section 4 Water SP-3
Section 5 Insurance and Overhead Costs : SP-3
Section 6 Protection of Existing Utilities SP-4
Section 7 Protection of Private Property.. SP-4
Section 8 Construction Zone SP-4
Section 9 Pre-Construction Coordination Meeting SP-5
Section 10 Project Site Maintenance SP-5
Section 11 Preservation of Survey Monuments SP-8
Section 12 Monumentation Identification SP-8
Section 13 Indemnification SP-9
Section 14 Jobsite Safely SP-9
Section 15 Encroachment Permit SP-9
Section 16 Hours of Work SP-10
Section 17 Prosecution of Work SP-10
Project Schedule Form SP-11
TABLE OF CONTENTS (Continued)
Pavement Rehabilitation Improvement Plans
DETAIL SPECIFICATIONS AND METHOD OF PAYMENT
1- Camino La Ronda & Paseo Rita (CIP 07105)
TITLE PAGE
Bid Item 1.1 Mobilization and Demobilization DS-1
Bid Item 1.2 Cold Milling 6' header cut DS-1
Bid Item 1.3 Cold Milling 20', 2" deep DS-1
Bid Item 1.4 Crack Sealant 1/8" and Greater DS-3
Bid Item 1.5 2" AC Overlay DS-3
Bid Item 1.6 Adjust City S JC Valve Boxes DS-5
Bid Item 1.7 Adjust Manholes to Grade DS-5
Bid Item 1.8 Adjust Survey Monument DS-6
Bid Item 1.9 Sawcut and Remove AC DS-6
Bid Item 1.10 Remove and Reconstruct/ Construct 4" PCC Curb Ramp with DWS DS-6
Bid Items 1.11-1.15 Project Striping and Markings DS-7
Bid Item 1.16 Provide Traffic Control DS-8
Bid Item 1.17 Provide City Notification Signs ; DS-10
Bid Item 1.18 Project Survey DS-10
2- Rancho Vieio Road (CIP 11108)
TITLE PAGE
Bid Item 2.1 Mobilization and Demobilization DS-12
Bid Item 2.2 Clearing and Grubbing DS-12
Bid Item 2.3 Cold Milling DS-13
Bid Item 2.4 Unclassified Excavation DS-14
Bid Item 2.5 Sawcut and Remove Existing AC and Replace in kind DS-14
Bid Item 2.6 Crack Sealant 1/8" and Greater DS-14
Bid Item 2.7-2.8 2" AC Overlay DS-15
Bid Item 2.9 Crushed Miscellaneous Base DS-15
Bid Item 2.10 Construct Type "C-2" Curb and Cutter DS-16
ii
Bid Item 2.11 Adjust City SJC Valve Boxes DS-16
Bid Item 2.12 Adjust Manholes to Crade DS-16
Bid Item 2.13 Adjust Vault Cover to Crade DS-17
Bid Item 2.14 Project Striping, Markings, and Pavement Markers DS-17
Bid Item 2.15-2.16 Install Inductive Loop Detectors and Gate Detection Loops , DS-17
Bid Item 2.17 Provide Traffic Control , DS-18
Bid Item 2.18 Provide City Notification Signs DS-18
Bid Item 2.19 Project Survey and Construction Staking DS-19
Bid Item 2.20 Re-establish Centerline Ties and Monuments DS-19
Bid Item 2.21 Off-street Storage of Equipment and Materials DS-20
City Notification Sign Form DS-21
3- Allevwavs in Villas II and HI (CIP 07105)
TITLE PAGE
Bid Item 3.1 Mobilization and Demobilization DS-22
Bid Item 3.2 Slurry Seal....; DS-22
Bid Item 3.3 Sawcut and Remove Existing Cross Cutter and Replace in Kind DS-27
Bid Item 3.4-3.5 Sawcut and Remove Existing AC Pavement DS-27
INCroENTALS
A. PUBLIC NOTIFICATION DS-27
B. DUST CONTROL AND CONSTRUCTION CLEANUP DS-28
C. TRAFFIC CONTROL AND PUBLIC SAFETY DS-28
D. REMOVAL AND DISPOSAL OF MATERIAL DS-29
APPENDICES
I. CAMINO LA RONDA AND PASEO RITA PLANS IP-01
II. RANCHO VIEIO ROAD PLANS IP-11
in. SLURRY SEAL - ALLEYWAYS PLAN IP-23
iii
CITY OF SAN JUAN CAPISTRANO
NOTICE INVITING BIDS
Pavement Rehabilitatioii Improvement Plans
1-Camino La Ronda & Paseo Rita tCIP 07105), 2-Rancho Vieio Road (CIP
11108), and 3-Allevwavs in Villas U and III (CIP 07105)
N-l. NOTICE IS HEREBY GIVEN that sealed bids for the Pavement Rehabilitation
Improvement in muitipie iocations will be received at the City Council Chambers of the City of
San Juan Capistrano, California, until 2 pm on Julv 06. 2011 at which time they will be opened
and read aloud. Bids receive after 2 pro will be rejected.
N-2. DESCRIPTION OF THE WORK: The Base Bid Items of Work comprises the
construction of the foliowings:
1. a) Camino La Ronda (as well as Paseo Labranza, Via Puntero, Via Bstancia, and Via Fierro)
Place an asphalt-concerte overlay from La Novia to Via Fierro.
b)Paseo Rita - Place an asphalt-concrete overlay from Calle Roberto to north end.
2. Rancho Viejo Road - Place an asphalt-concrete overlay from Ortega to Junipero Serra.
3. Alleyway in Villas II and III - Place slurry seal on pavement in the alleys that are jointly owned
by the City and Villa HOA's. This will be a cooperative project between the City and the
Homeowners Associations. Since the City owns the twenty feet center of the alleys, City will pay
the contractor for the City share and the Associations will pay the contractor directly for its share
of the project. The contractor shall contact the Homeowner's Association Management
Company for the third party contract discussion:
Ms. Chris Kervick
Coastal Resource Management
27312 Calle Arroyo, Suite A
San Juan Capistrano, CA 92675
949-234-0297 (P)
949-234-0296 (F)
mfo(3),coastalresource.com
N-3. LOCATION OF THE WORK: The Work to be constructed in various streets as
described in N-2 above in the City of San Juan Capistrano, CA.
N-4. COMPLETION OF THE WORK: Time is of the essence. All work must be
completed within forty (401 calendar davs after the date specified in the Notice to Proceed.
Liquidated damages will be assessed as set forth in the Agreement for failure to meet the
specified completion date.
I
N-5. AWARD OP CONTRACT:
(a) The contract will be awarded to the lowest overall, responsible, and responsive bidder.
(b) The City reserves the right after opening bids to reject any or all bids, to waive any
informality (non-responsiveness) in a bid, or to make award to the lowest overall, responsive, and
responsible bidder and reject all other bids, as it may best serve the interest of the City.
(c) As a condition of award, the successful bidder will be required to submit payment and
performance bonds and insurance In an amount of 100 percent of the contract price.
N-6. BID SECURITY: Each bid shall be accompanied by a certified or cashier's check or Bid
Bond in the amount of 10 percent of the total bid price, payable to the City of San Juan
Capistrano.
N-7. BIDS TO REMAIN OPEN: The Bidder shall guarantee the total Bid price for a period
of 60 calendar days after the date of Bid opening.
N-8, CONTRACTOR'S LICENSE CLASSIFICATION: The Contractor shall possess a
valid California Class A Contractor license at the time of submitting bids.
N-9. CALIFORNIA WAGE RATE REQUIREMENTS: The Contractor shall pay the
general prevailing rate of per diem wages as determined by the Director of the Department of
Industrial Relations of the State of California for the locality where the work Is to be performed.
A copy of said wage rates is on file at the Office of the City Clerk, The Contractor and any
subcontractors shall pay not less than said specified rates and shall post a copy of said wage rates
at the project site.
N-10. RETAMAGE FROM PAYMENTS: The Contractor may elect to receive 100 percent
of payments due under the Contract Documents from time to time, without retention of any
portion of the payment by the City, by depositing securities of equivalent value with the City in
accordance with the provisions of Section 22300 of the Public Contract Code.
N-IL N/A
N-12. OBTAINMG OR MSPECTING CONTRACT DOCUMENTS:
(a) A set of paper Contract Documents will be available by 4:00 pm on June 07, 2011 and
may be inspected without charge at the Public Works Department, City of San Juan Capistrano,
32400 Paseo Adelanto, San Juan Capistrano, CA 92675.
(b) Electronic sets of said Contract Documents will be available to be viewed online after
4:00 pm on June 07, 2011. Copies of Plans and Specifications may be purchased from Coastal
Blue, Corp., 33091 Calle Perfecto, San Juan Capistrano, CA. 92675,' (949)240-
9911, www.coastalblue.com.
N-13. ADDRESS AND MARKMG OF BIDS: The envelope enclosing the Bid shall be sealed
and addressed to the City of San Juan Capistrano, and shall be delivered or mailed to the City
Clerk at 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. The envelope shall be plainly
2
marked in the upper left hand corner with the name and address of the Bidder and shall bear the
words "Bid For " followed by the Project title, date and hour of opening Bids.
The certified or cashier's check or Bid Bond shall be enclosed in the same envelope with the Bid,
N-14. EXISTING GEOTECHNICAL REPORT:- There is No Geotechnical Report available
for this Project.
BY ORDER OF THE CITY OF SAN JUAN CAPISTRANO
Date
Mafia ,
City Clhrk
3
For the:
BID PROPOSAL
Pavement Rehabilitation Improvement Proiect
1-Camino La Ronda & Paseo Rita fCIP 07105L 2- Rancho Vieio Road (CIP
11108L and 3- Allevwavs in Villas H and PI (GIF 071051
From:
Contractor, License No. & Classification
To the Members of the City Council
City of San Juan Capistrano
Gentlepersons:
The undersigned, as bidder, declares that he has carefully examined the location of the proposed
work as described, examined the Plans. Specifications. Special Provisions. Citv of San Juan
Capistrano Standard Plans. Caltrans Standard Plans and Specifications. 2006 Edition, and
the Standard Plans and Specifications for Public Works Construction (The "Green Book"). 2009
Edition, including all supplements therefore, read the Instructions to Bidders, and is familiar with
all proposal requirements, and hereby proposed and agrees, if the proposal is accepted, to
complete the said construction in accordance with the Contract Documents, as defined in Section
1-2 of the Standard Specifications, in the time stated herein, for the unit price or lump sum given
on the following pages of this proposal, amounting to a total of:
1- Amount in Words (Camino La Ronda, Paseo Labranza,
Via Puntero,Via Estencia, Via Fierro, and Paseo .Rita)
1- Figures
$
2- Amount in Words (Rancho Viejo Road) 2r Figures
$
3- Amount in Words (Alleyways in Capistrano Villas II and III)
a. City Share: (Words: , $ 3
3- Figures
b. HOA Share: (Words: ,$ )
$
Grand Bid Amount (1+2+3) in Words Fignres
4
Said amount to include and cover all taxes, the furnishing of all materials, the performing of all
the labor requisite or proper and the providing of all necessary machinery, tools, apparatus, and
other means of construction; also, the performance and completion of all the work in the maimer
set forth, described and shown in the Specifications or the drawings for the work.
If the contract is awarded, the undersigned agrees to enter into a contract with the City of San
Juan Capistrano and to commence work within fifteen (15) calendar days from the date of
execution thereof, and to diligently prosecute the work to completion before the expiration
of forty (40) calendar davs.
All bids are to be computed on the basis of the given Estimated Quantities of Work, as indicated
in this proposal, times the unit prices as submitted by the bidders. In case of discrepancy
between words and figures, the words shall prevail. In case of discrepancy between unit prices
and the extension thereof, the unit price shall prevail and bids will be computed as indicated
above and compared on the basis of corrected totals, given solely as a basis for comparison of
bids. It is understood that the City does not expressly, nor by implication, agree that the actual
amount of work will correspond therewith, but reserves the right to increase or decrease the
amount of any item or portion of the work or to omit portions of the work as may be deemed
expedient by the Engineer.
It is also understood by Bidder that the City of San Juan Capistrano has the right to reject this
proposal or to award a contract to the undersigned at the prices stipulated. If the proposal is
rejected, then any check or cashier's check shall be returned to the undersigned within thirty (30)
days. No bid bonds will be returned. If the proposal is accepted and the undersigned fails to
enter into a contract within fifteen (15) days after the agreement is delivered to him for signature,
or within such further time as may be granted by the Members of the City Council, then said
check shall be cashed or said bond declared forfeit and an amount equal to the difference
between the lowest bid and the next lowest bid who will execute a contract shall be paid into the
treasury of the City of San Juan Capistrano as liquidated damages for the failure of the
undersigned to comply with the terms of this proposal.
Accompanying this proposal is (Insert
"$ cash," cashier's check, certified check or bidder's bond on the forms from pages
BB-1 and BB-2 of these Contract Documents, as the case may be), in an amount equal to at least
ten percent (10%) of the total bid.
5
The following is the name and place of business of the surety company, which will furnish the
required bonds as surety if the work is awarded to the undersigned:
Licensed in accordance with an act providing for the registration of contractors - License No.
and Classification •
Name and Signature of Bidder:
(If an individual, so state. If a firm or co-partnership, state the firm name and give the names of
all individual co-partners composing the firm: President, Secretary, Treasurer, and Manager
thereof.)
Dated:
Business Address
Dated: '
Telephone Number
Further, the undersigned bidder certifies that he/she has thoroughly checked the figures set forth
in this proposal, that they are correct to the best of his/her knowledge and that they constitute
his/her proposal for the work called out herein.
Dated:
Signature of Bidder
Dated:
Telephone Number
6
1- SCHEDULE OF WORK ITEMS
Pavement Rehabilitation Improvement Plans
For
1- Camino La Ronda & Paseo Rita tCIF 07105)
The undersigned declares that he has carefully examined the location of the proposed work,
that he has examined the specifications and read the accompanying instructions to bidders,
and hereby proposes to do all the work in accordance with said specifications for the amounts
set forth below:
Construct improvements as reiterated above, located in the City of San Juan Capistrano
(includes all streets as shown on the proiect plans), in accordance with the specifications for
the unit price set forth in the following item(s):
Item
No.
Work Items With Unit Price
(Written in Words)
Approximate
Quantity
Unit Price
(In Figures) Total Amount
ROADWAY 8c SIDEWALK IMPROVEMENTS
I.l Mobilization and demobilization for the lump
sum price of dollars. 1 L.S. $ $
1.2
Cold Mill 6' header cut, 0 to 1-5/8" deep for
the unit price of dollars per
square yard.
5,200 S.Y. $ $
1.3 Cold Mill 20' at 2" deep for the unit price of
dollars per square yard. 650 S.Y. $ $
1.4 Crack sealant 1/8" and greater for the lump
sum price of dollars. 1 L.S. $ $
1.5 2" A.C. overlay for the unit price of
dollars per ton. 1,850 TON $ $
1.6 Adjust water valve boxes to grade for the unit
price of dollars per each. 15 EACH $ $
1.7 Adjust manhole to grade for the unit price of
dollars each. 13 EACH $ $
1.8
Reset spike and washer survey monument to
new grade for the unit price of
dollars each.
17 EACH $ $
1.9 Remove and Replace existing AC in kind 10,100 SF $ $
Item
No.
Work Items With Unit Price
(Written in Words)
Approximate
Quantity
Unit Price
(In Figures) Total Amount
1.10
Remove and Reconstruct/Construct 4" P.C.C.
curb ramp with Detectable Warning Surface
(DWS).
10 EACH $ $
TRAFFIC STRIPING FOR OVERLAY STREETS
1.11
Install thermoplastic pavement markings,
words per Caltrans Std. Plans A24D and A24E
for the unit price of dollars per
square foot.
315 S.F. $ $
1.12
Install thermoplastic 12" crosswalk or limit
line per Caltrans Std. Plan A24E (color as
shown) and 12" wide Solid White chevrons
per California MUTCD Section 3B.101(CA)
at 10' spacing for the unit price of
dollars per linear foot.
230 L.F. $ $
1.13
Install thermoplastic Double Yellow line per
Caltrans Std. Plan A20A, Detail 22 for the unit
price of dollars per linear foot.
490 L.F. $ $
1.14
Install thermoplastic Double Yellow line per
Caltrans Std. Plan A20A, Detail 1 for the unit
price of dollars per linear foot.
850 L.F. $ $
1.15
Construct Fire Hydrant location marker per
California MUTCD Section 3, Figure 3B-
102(CA), (blue dot) for the unit price of
dollars each.
6 EACH $ $
OTHER ITEMS
1.17 Provide Traffic Control for the lump sum price
of dollars. 1 L.S. $ $
1.18 Provide City notification signs for the lump
sum price of dollars. 1 L.S. $ $
1.19 Project survey for the lump sum price of
dollars. 1 L.S. $ $
Total Bid Price (Enter here and on Page 4)
$
1- Words (Camino La Ronda, Paseo Labranza, Via Puntero, 1- Figures
Via Estencia, Via Fierro, and Paseo Rita)
8
2- SCHEDULE OF WORK ITEMS
Pavement Rehabilitation Improvement Plans
For
2- Rancho Viejo Road and Malaspina Road (from North of Junipero Serra to
Ortega Highway (CIP 11108)
The undersigned declares that he has carefully examined the location of the proposed work, that
he has examined the specifications and read the accompanying instructions to bidders, and
hereby proposes to do all the work in accordance with said specifications for the amoimts set
forth below:
Construct improvements as reiterated above, located in the City of San Juan Capistrano, in
accordance with the specifications for the unit price set forth in the following item(s):
Item Work Items With Unit Price
rWritten in Words)
AoDroximate
Ouantitv
Unit Price
dn Figures)
Total
Amount
2.1
Mobilization and demobilization for the lump
sum price of
dollars.
ILS $ $
2.2 Clearing & Grubbing for the lump sum price of
dollars. • ILS $ $
2.3 Cold Mill 2" deep for the unit price of
dollars per square yard. 9,950 SY $ $
2.4 Unclassified Excavation for the imit price of
dollars per cubic yard. 260 CY $ $
2.5 Saw cut and remove existing pavement 12"
structural section in Malaspina Road. 3650 SF $
2.6 Crack Sealant for the lump sum price of
dollars. ILS $ $
2.7 2" A.C. overlay for the unit price of
dollars per ton. 6,050 Ton $ $
2.8 2" A.C. base course for the unit price of
dollars per ton.
45 Ton $ $
2.9 8" C.M.B. for the unit price of
dollars per ton.
180 Ton $ $
Item Work Items With Unit Price
rWritten in Words)
ADDroximate
Ouantitv
Unit Price
dn Figures)
Total
Amount
2.10
Construct Curb & Gutter per City Std. 301
type "C-8" for the unit price of
dollars per linear foot.
365 LF $ $
2.11 Adjust Water Valve cover to Grade for the unit
price of per each. 45 EA $ $
2.12 Adjust Manhole cover to Grade for the unit
price of per each. 35 EA $ $
2.13 Adjust Vault Cover to Grade for the unit price
of per each. 5 EA $ $
2.14
Traffic Striping, Markings, and Pavement
Markers for the lump sum price of
dollars.
ILS $ $
2.15 Loops for the unit price of per
each. 90 EA $ $
2.16 Gate Detection Loops for the imit price of
per each. ILS $ $
2.17 Traffic Control for the lump sum price of
dollars. ILS $ $
2.18 City Notification Signs for the lump sum price
of dollars. 1 LS $ $
2.19
Survey and Construction Staking for the lump
sum price of
dollars.
. ILS $ $
2.20
Re-establish Centerline Ties and Monuments
for the lump sum price of
dollars.
ILS $ $
2.21
Off-Street Storage of Equipment and Materials
for the lump sum price of
dollars.
ILS $ $
Total Bid Price (Enter here and on Page 4)
$
2- Words (TRancho Viejo Road) 2- Figures
10
3- SCHEDULE OF WORK ITEMS
Pavement Rehabilitation Improvement Plans
For
3- Allevwavs in Capistrano Villas R and IR (CIP 07105)
The undersigned declares that he has carefully examined the location of the proposed work, that
he has examined the specifications and read the accompanying instructions to bidders, and
hereby proposes to do all the work in accordance with said specifications for the amounts set
forth below:
Construct improvements as reiterated above, located in the City of San Juan Capistrano, in
accordance with the specifications for the unit price set forth in the followmg item(s):
Item Work Items With Unit Price
rWritten in Words)
Approximate
Ouantitv Unit Price
(In Figures)
Total Amount
3.1
Mobilization and demobilization for the
lump sum price of
dollars.
LS $ $
3.2 Slurry Seal for the unit price of
dollars per square yard.
*12,660 SY (City)
**9,830 SY (HOA) $
*$
**$
3.3 • Remove and replace V Cutter 20' x 4' at
8 inch deep • 976 SF $ $
3.4 Remove AC and replace in kind
including speed Humps.
* 550 Ton (City)
** 180 Ton (HOA) $ *$
**$
3.5 Restripe all speed Humps and fire lane 1 LS $ $
Note: */** Costs for these items will be split between the City and Homeowner Association. Details will
follow in the Specifications.
Total Bid Price (Enter here and on Page 4)
$ .
3- Words (Alleyway in Capistrano Villas H and HI) 3- Figures
11
NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY
BIDDER AND SUBMITTED WITH BID
STATE OF CALIFORNIA )
)SS.
County of )
being first duly sworn deposes and says
that he is ; of , the
party making the foregoing bid; that such bid is not made in the interest of or on behalf of any
undisclosed person, partnership, company, association, organization or corporation; that such bid
is genuine and not collusive or sham; that said 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 refi-ain firom bidding; that said bidder has not in any manner, directly or
indirectly, sought by agreement, communication or conference with anyone to fix the bid price of
said bidder or of any other bidder, or to fix the bid price of or cost element of such 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 such bid
are true; and turther, that said bidder has not directly or indirectly, submitted his 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 in cormection therewith, to any corporation, partnership, company,
association, organization, bid depository, or to any member or agent thereof, or to any other
individual except to any person or persons as have a partnership or other financial interest with
said bidder in this general business.
DATED:
SIGNATURE
On this the day of , 2011, before me, the undersigned, a Notary
Public in and for said State, personally appeared
, personally known to me/proved to me on
the basis of satisfactory evidence, to be the person(s) whose name(s) subscribed to
the within instrument, and acknowledge that executed it.
WITNESS my hand and otficial seal.
Notary Public in and for said State
12
DESIGNATION OF SUB-CONTRACTORS
Submit with Proposal.
In compliance with the Provisions of Section 4100-4107 of the Government Code of the State of
California as amended, the undersigned certifies that he has used the sub-bids of the following
listed sub-contractors in making up his bid,. and that the sub-contractors listed will be used for
the work for which they bid, subject to the approval of the Engineer, and in accordance with the
applicable provisions of the Specifications. It is understood and agreed that all those portions of
the work called for in the contract documents for which a sub-contractor Is not listed will be
performed by the imdersigned through his forces. If no sub-contractors are listed, all bonds and
insurance will be written in the name of the general contractor only.
Item of Work Sub-contractor License No. Address Phone
& Classification
1. . .
2.
3. ,
4. .
5. . , '
6.
7. , ,
8.
BIDDER'S NAME
AUTHORIZED SIGNATURE
13
INSTRUCTIONS TO BIDDERS
Securing Documents
Plans, Specifications and other contract documents will be available for examination without
charge and copies may be secured in accordance with the "Notice Inviting Bids."
Examination of Plans. Specifications and Site of Work
The bidder is required to examine the site of work, the Proposal, the Plans. Specifications.
Special Provisions. Citv of San Juan Capistrano Standard Plans. Caltrans Standard Plans and
Specifications. 2006 Edition, and the Standard Plans and Specifications for Public Works
Construction (The "Green Book""), 2009 Edition, including all supplements, very carefully. He
shall satisfy himself as to the character, quality and quantities of the work to be performed, the
materials to be furnished and the requirements of the Contract Documents. The plans for the
work show conditions as they are believed to exist, but it is not to be inferred that all the
conditions as shown thereon are actually existent, nor shall the City of San Juan Capistrano or
any of its officers or agents be liable for any loss sustained by the contractor as a result of any
variance between conditions shown on the plans and actual conditions revealed during
examination or progress of the work. The submission of a proposal shall be prima facie evidence
that the bidder has made such an examination.
Interpretation of Drawings and Documents
If any bidder should find discrepancies in, or omissions from the drawings, specifications or
other proposed contract documents, or if he should be in doubt as to the true meaning of any part
thereof, he shall at once make a written request to the Engineer for correction, clarification or
interpretation of the point or points in question. The person submittmg such a request shall be
responsible for its prompt delivery.
In the event that the Engineer receives such a request and it should be found that certain essential
information is not clearly and fully set forth, or if the Engineer discovers errors, omissions, or
pomts requiring clarification in the drawmgs or documents, a written addendum will be mailed to
each person to whom a set of contract documents has been delivered. The City of San Juan
Capistrano will not be responsible for any mstructions, explanations or interpretations of the
documents presented to bidders in any manner other than written addendum.
Addenda or Bulletins
The effect of all addenda to the contract documents shall be considered in the bid and said
addenda shall be made a part of the contract documents and shall be returned with them. Before
submittmg his bid, each bidder shall inform himself as to whether or not any such addenda have
been issued, and failure to cover in his bid any such addenda issued may render his bid invalid
and result in its rejection.
Disqualification of Bidders
No person, firm or corporation shall be allowed to make, file or be interested in more than one
bid for the same work unless alternate bids are called for. A person, firm or corporation who has
14
submitted a sub-proposal to a bidder, or who has quoted prices on materials to a bidder, is not
hereby disqualified from submitting a bid in his own behalf.
Proposals
Bids to receive consideration shall be in accordance with the following instructions:
A. Bids shall be made only upon the forms provided within these specifications; all bid
items shall be properly filled out; bid prices shall be stated both in words and in figures;
and the signatures of all persons signing shall be in longhand. Where there is a conflict in
the words and the figures, the words shall govern.
B. All prices and notations must be in ink or typewritten. No erasures will be permitted.
Mistakes may be crossed out and corrections typed or written in ink adjacent thereto and
must be initialed in ink by the person or persons signing the bid.
C. Bids shall not contain any recapitulation of the work to be done. Alternate proposals will
not be considered except as required hereinabove. No oral, telegraphic or telephonic
proposals or modifications will be considered.
D. The City of San Juan Capistrano may require any bidder to fiimish a statement of his
experience, financial responsibility, technical ability, equipment and references properly
and fully filled out.
E. Each bidder shall list his proposed sub-contractors on the form accompanying the
proposal in accordance with the provisions of the specifications.
F. Each bidder must accompany his bid with either a cashier's check upon some responsible
bank, or a properly certified check upon such bank, or an approved corporate surety bond
payable to the City of San Juan Capistrano for such a sum of not less than ten percent
(10%) of the aggregate sum of the bid, which check or bond and the monies represented
thereby shall be held by the City of San Juan Capistrano as a guarantee that the bidder, if
awarded the contract, will in good faith enter into such contract and furnish the required
bonds.
The bidder agrees that, in case of his refusal or failure to execute said contract and give
bonds within the time required by these documents, such check or bond, and the money
represented thereby, shall remain the property of the City of San Juan Capistrano and, if
the bidder shall fail to execute said contract, said surety will pay to the City of San Juan
Capistrano the damages which the City of San Juan Capistrano may suffer by reason of
such failure not exceeding the sum of ten percent (10%) of the amount of the bid. A bid
received and not accompanied by such cashier's check, certified check or approved bond
shall be rejected.
C. Bids shall be delivered to the City of San Juan Capistrano at the location stipulated on or
before the day and hour set for the opening of bids, as hereinbefore specified in the
"Notice Inviting Bids." Bids shall be enclosed in a sealed envelope bearing the title of
the work, the name of the bidder, bid opening date and time of bid opening.
15
Licensing of Contractor
All persons, firms, partnerships or corporations shall be licensed in accordance with the Business
and Professions Code of the State of California and the applicable ordinances of the City and
County before doing any work of any kind.
Withdrawal of Bids
Any bidder may withdraw his bid in person or by written request at any time prior to the
scheduled closing time for receipt of bids.
Opening of Bid Proposals
The City of San Juan Capistrano will, in open session, publicly open, examine and declare the
bids at the time set forth in the "Notice Inviting Bids." Bidders or their authorized
representatives are invited to be present.
Award of Contract or Rejection of Bids
No bidder may withdraw his bid for a period of ninety (90) days after the date set for the opening
of bids. The contract for the work will either be awarded or the bids rejected within the ninety
(90) days from the date set for the opening of bids.
The contract for the work will be awarded to the lowest responsible bidder complying with these
instructions and with the "Notice Inviting Bids." The City of San Juan Capistrano, however,
reserves the right to reject any or all bids and to waive mere informalities, minor technical errors
or irregularities, obvious clerical errors or erasures.
The bidder to whom the award is made shall execute two copies of the written contract with the
City of San Juan Capistrano and furnish the stipulated bonds, insurance and bid breakdown
within fifteen (15) days after the bid opening date. The contract shall be made in the form
adopted by the City of San Juan Capistrano. The release of the successful bidder's surety
deposit, as previously stipulated (page 5), shall be made upon the City of San Juan Capistrano's
acceptance of the Labor and Materials Bond and the Faithful Performance Bond.
If the bidder to whom the award is made fails to enter the contract as herein provided, the award
may be annulled and an award may be made to the next lowest responsible bidder; and such
bidder shall fulfill every stipulation embraced herein, as if he were the party to whom the first
award was made. A corporation to which an award is made shall furnish evidence of its
corporate existence and evidence that the officer signing the contract and bonds for the
corporation is duly authorized to do so.
Bonds
The successful bidder, simultaneously with the execution of the Agreement, will be required to
furnish a Labor and Material Bond in a sum not less than one hundred percent (100%) of the
total amount payable by the terms of the contract and a Faithful Performance Bond in a sum not
less than one hundred percent (100%) of the amount of the contract. Said bonds shall be secured
firom a surety company selected from the surety companies set forth in the standard
specifications.
16
Bonds must be submitted on the forms contained in these specifications.
Time Performance
The work shall be commenced within fifteen (15) calendar days from the date of issuance of the
Notice to Proceed and shall be diligently prosecuted until completion. A time limit of forty (40)
calendar days from the date specified in the Notice to Proceed has been set for completion of the
work. The bidder's attention is directed to the specifications as to provisions for extension of
time of completion and/or assessment of liquidated damages.
Assignment of Contract
No assignment by the Contractor of any contract to be entered into hereunder or any part thereof,
or of funds to be received thereunder by the Contractor, will be recognized by the awarding
authority unless such assignment has had prior approval of the awarding authority and the surety
has been given notice of such assignment in writing and has consented thereto in writing.
Workmen and Wages
Attention is specifically directed to all provisions of the Labor Code of the State of California
with regard to workmen and wages. Wages shall not be less than prevailing wage rates
determined by the City of San Juan Capistrano pursuant to said Code and as listed in the "Notice
Inviting Bids."
Construction Permits
It shall be the Contractor's responsibility to obtain all necessary permits, bonds and insurance, as
required, for the completion of the project. No extra compensation shall be made therefore.
The Contractor will be required to execute a City Lncroachment Permit for construction work
under this contract. This Lncroachment Permit does not satisfy the requirement for
transportation permits for overload or overweight vehicles. The Contractor.shall contact the
Public Works Department for issuance of these permits, which will be issued a fee. The
Contractor must comply with all conditions of the City Lncroachment Permit as part of the
contract.
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BID BOND
KNOW ALL MEN BY THESE PRESENTS, that we,
, as PRINCIPAL, and
, as SURETY, hereinafter called Surety, are held and firmly
bound unto the CITY CF SAN JUAN CAPISTRANO, Obligee, hereinafter called City, in the
sum of $ , for payment whereof Principal and Surety bind
themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally,
fairly by these presents.
THE CONDITION OF THIS OBLIGATION is such that whereas the Principal has
submitted the accompanying bid dated , 2011, for the construction of
Pavement Rehabilitation Improvement in Camino La Ronda & Paseo Rita (CIP 07105). Rancho
Vieio Road fCIP 11108). and Allevwavs in Capistrano Villas II and III fCIP 07105) for the
CriY OF SAN JUAN CAPISTRANO, Orange County, California.
NOW, THEREFORE, if the Principal shall not withdraw said bid within thirty (30) days
after the opening of same, and shall, within fifteen (15) days after the agreement has been
presented to him for execution, enter into a written contract with the City in accordance with the
bid as accepted, and if the Principal shall give the required bond with good and sufficient
sureties, or sureties for the faithful performance and proper fulfillment of such contract and for
the protection of laborers and materials, or in the event of the withdrawal of said bid within the
periods specified, or the failure to enter into said contract and give said bond within the time
specified, if the Principal shall within sixty (60) days after request by the City, pay the City the
difference between the amount specified in said bid and the amount for which the City may
procure the required work and/or supplies if the latter amount be in excess of the former, then the
above obligation shall be void and of no effect, otherwise to remain in full force and virtue.
Further, as a part of the obligation secured hereby, and in addition to the face amoimt
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specified therefore, there shall be included costs and reasonable expenses and fees, including
reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be
taxed as costs and included in any judgment rendered.
IN WITNESS WHEREOF, the above-bounden parties have executed this instrument under their
several seals this day of ^ , 2011, the name and corporate seal of
each corporate party being affixed hereto and these presents duly signed by its undersigned
representative pursuant to authority of its governing body.
Two Witnesses (If Individual)
PRINCIPAL
BY:
Title:_
ATTEST (If Corporation)
Corporate Seal
SURETY
ATTEST " BY:
Title:
Title
APPROVED AS TO FORM:
Omar Sandoval, City Attorney
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PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS:
That . ,
as Principal, hereinafter called CONTRACTOR, and ,
as Surety, hereinafter called SURETY, are held and firmly bound unto the CITY OF SAN JUAN
CAPISTRANO, as Obligee, hereinafter called CITY, in the amount of
Dollars for payment whereof Contractor and Surety bond themselves, their heirs, executors,
administrators, successors, and assigns, jointly and severally, fairly by these presents.
WHEREAS, Contractor has by written agreement dated
, entered into a (describe agreement):
which contract is by reference made a part hereof;
NOW THEREFORE, the condition of this obligation is such that, if Principal shall
promptly and faithfully perform said agreement, then this obligation shall be null and void;
otherwise it shall remain in full force and effect. Surety waives whatever legal right it may have
to require that a demand be made first against the principal in the event of default.
BE rr FURTHER RESOLVED that:
1. As a part of the obligation secured hereby, and in addition to the face amount
specified, there shall be included costs and reasonable expenses and fees, including reasonable
attorney's fees, mcurred by City in successfully enforcing such obligation, all to be taxed as
costs and included in any judgment rendered.
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2. Said Surety, for value received, hereby stipulates and agrees that no change,
extension of time, alteration, or modification of the contract documents or of the work to be
performed thereunder, shall in any way affect its obligations or this bond, and it does hereby
waive notice of any such change, extension of time, alterations, or modifications of the contract
documents or of work" to be performed thereunder-
Executed this day of , 2011, at
, California.
PRINCIPAL
APPROVED AS TO FORM (NOTAFUZATION AND SEAL)
Omar Sandoval, City Attorney
SURETY
(NOTARIZATION AND SEAL)
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Premium Included
LABOR AND MATERIAL BOND
KNOW ALL MEN BY THESE PRESENTS: That
WHEREAS, the CITY OF SAN JUAN CAPISTRANO, a municipal corporation of
Orange County, California, has awarded to , License No.
, hereinafter designated as "Principal", a contract for
and
WHEREAS, said Principal is required to furnish a bond in connection with the said
contract providing that if said Principal, or any of his or its sub-contractors, shall fail to pay for
any materials, provisions, provender or other supplies or teams used in, upon, for or about the
performance of the work contracted to be done, or for any work or labor done thereon of any
kind, the surety or this bond will pay the same.
NOW, THEREFORE, we ,
Principal, and , as surety, are
Held firmly bound unto the City of San Juan Capistrano, a mimicipal corporation, in the penal
sum of
DOLLARS ($ ), lawful money of the United States of America, for payment of
which sum well and truly to be made we bind ourselves, our heirs, executors, administrators and
successors, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLICATION is such that, if said Principal, his or its
heirs, executors, administrators, successors or assigns, or sub-contractors, shall fail to pay for any
materials, provisions, provender, or teams, or other supplies or equipment used in, upon, for or
about the performance of the work contracted to be done, or for any work or labor done thereon
of any kind, or for amounts due imder the Unemployment Insurance Act with respect to such
work or labor as required by the provisions of Title 1, Division 5, Chapter 3 of the Covemment
Code of California as amended, that the surety will pay for the same in an amount not exceeding
the sum specified in this bond and also in case suit is brought upon the bond, a reasonable
attorney's fee to be fixed by the court. This bond shall inure to the benefit of an and all persons,
companies and corporations entitled to file claims under said act, so as to give a right of action to
them or their assigns in any suite brought upon this bond.
FURTHER, the said surety, for value received, hereby stipulates and agrees that no change,
extension of time, alteration or modification of the contract documents or of the work to be
performed thereunder shall in any way affect its obligation on this bond and it does hereby waive
notice of any such change, extension of time, alteration or modification of the contract
documents or of work to be performed thereunder.
As a part of the obligation secured thereby, and in addition to the. face amount specified
therefore, there shall be included costs and reasonable expenses and fees, including reasonable
attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as
costs and included in any judgment rendered.
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IN WITNESS WHEREOF three (3) identical counterparts of this instrument, each of
which shall for all purposes be deemed an original thereof, have been duly executed by the
Principal and surety herein named on the day of , 2011.
The name and corporate seal of each corporate party being hereto affixed and these presents duly
signed by its undersigned representatives pursuant to authority of its governing body.
PRINCIPAL
By_
SURETY
By
APPROVED AS TO FORM ,
Omar Sandoval, City Attorney
LB-2
CONTRACT
This contract is made and entered into by and between the CITY OF SAN JUAN
CAPISTRANO, hereinafter referred to as "CITY" and hereinafter
referred to as "CONTRACTOR."
IT IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS:
FIRST. CONTRACT DOCUMENTS. The contract documents shall be considered to
mclude the Notice Inviting Bids, the Instructions to Bidders, the Proposal, the Bid Bond, the
Non-Collusion Affidavit, the Designation of Sub-Contractors, the Contract, which is prepared for
execution by the CITY and the CONTRACTOR. Plans, Speeifieations and Special
Provisions, Citv of San Juan Capistrano Standard Plans. Caltrans Standard Plans and
Specifications. 2006 Edition, and the Standard Plans and Specifications for Public Works
Construction (The "Green Book"). 2009 Edition, including all Supplements, Contract Bonds,
Resolutions adopted by the CITY pertaining to the work, insurance policies and certificates, and
any supplemental written agreements amending or extending the scope of the work originally
contemplated that may be required to complete the work in a substantial and acceptable manner.
SECOND. THE WORK. CONTRACTOR agrees to fiimish all tools, labor, material,
equipment, transportation, and supplies necessary to perform and complete in good and
workmanlike manner the construction of Pavement Rehabilitation Improvement in Camino La
Ronda & Paseo Rita fCIP 07105). Rancho Vieio Road (CIP 11108). and Allevwavs in
Capistrano Villas II and III (CIP 07105) in strict conformity with the Plans, Specifications and
all other contract documents, which documents are on file at the Office of the City Clerk, City
Hall, 32400 Paseo Adelanto, San Juan Capistrano, California.
THIRD. PAYMENT. CITY agrees to pay, and CONTRACTOR agrees to accept, the lump
sum adjusted for variations of quantities, at the prices designated in bid proposal at the time and
in the maimer set forth in the Specifications.
FOURTH. COMMENCEMENT AND COMPLETION OF THE WORK. CONmACTOR
agrees to begin and complete the work within the time specified in the Notice Inviting Bids. It is
agreed that it would be impractical and extremely difficult to fix the actual amoimt of damages,
and loss sustained by CITY, should CONTRACTOR fail to complete the work in the specified
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time; therefore, CONTRACTOR shall pay CITY, as liquidated damages, not in the nature of a
penalty. Five Hundred Dollars ($500) per calendar day for each day delayed; provided that
extensions of time with waiver of liquidated damages, may be granted as provided in the
Specifications.
FIFTH. PERFORMANCE BOND AND LABOR AND MATERIAL BOND. CONTRACTOR
agrees to furnish bonds guaranteeing the performance of this contract and guaranteeing payment
of all labor and material used under this contract, as required by the laws of the State of
California, on forms approved by the CITY. The Performance Bond shall be for an amount of
one hundred percent (100%) of the amount of this contract and shall be conditioned on full and
complete performance of the contract, guaranteeing the work against faulty workmanship and
materials for a period of one (1) year after completion and acceptance. The Labor and Material
Bond shall be for an amount of one hundred percent (100%) of the amount of this contract and
shall be conditioned upon lull payment of all Labor and Material entering into or incidental to
the work covered by this contract. CONTRACTOR agrees to Itimish the bonds on the forms
found within the Specifications.
CONTRACTOR agrees to pay CITY such sum as the Court may judge as reasonable for the
legal services of any attorney representing the CITY in any action brought to enforce or interpret
the obligations of this agreement, and such sums shall be made a part of any judgment in such
action against CONTRACTOR if such action is determined in favor of said CITY. The required
Performance, Labor and Materials Bonds, and Bid Bond shall provide that the surety shall pay
attorney's fees mcurred by CITY in enforcing this agreement.
SIXTH. CENERAL PREVAILINC RATE OF PER DIEM WACES. Pursuant to the Labor
Code of the State of California, copies of the prevailing rate of per diem wages, as determined by
the Director of the State Department of Industrial Relations, are on file in the Office of the City
Clerk, 32400 Paseo Adelanto, San Juan Capistrano, California, and are hereby incorporated and
made a part hereof. CONTRACTOR agrees that he, or any SUB-CONTRACTOR under him,
shall pay not less than the foregoing specified prevailing rates of wages to all workmen
employed in the execution of the contract.
SEVENTH. INSURANCE. CONTRACTOR shall maintain at all times during this contract
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liability and property damage insurance naming the CITY and its elected and appointed officials
as a named insured, which such policies shall be of an amount not less than One Million Dollars
combined single limit. Insurance certificates shall be for a minimum period of one year.
CONTRACTOR shall maintain in full force and effect comprehensive automobile liability
coverage, including owned, hired, and non-owned vehicles in the following minimum amounts:
$1,000,000 property damage;
$1,000,000 injury to one person/anyone occurrence/ not limited to contractual period;
$2,000,000 injury to more than one person/anyone occurrence/not limited to contractual
period..
The insurance policies shall bear an endorsement or shall have an attached rider providing that in
the event of expiration of proposed cancellation of such policies for any reason whatsoever, the
CITY shall be notified by registered mail, return receipt requested, giving a sufficient time
before the date thereof to comply with the applicable law or statute but in no event less than 30
days before expiration or cancellation is effective. CONTRACTOR shall provide to CITY the
policy certificate establishing that the required level of insurance has been satisfied.
CONTRACTOR shall indemnify, defend and save harmless the CITY, its officers, agents, and
employees fi"om and against any and all claims, demands, loss or liability of any kind or nature
which CONTRACTOR, its officers, agents and employees may sustain or incur or which may be
imposed upon them or any of them for injury to or death of persons, damage to property as a
result of, or arising out of, or in any manner connected with the performance of the obligations
under this contract.
EIGHTH. COMPLIANCE WITH OTHDBR PROVISIONS OF LAW RELATIVE TO PUBLIC
CONTRACTS. CITY is subject to the provisions of the Covemment Code and the Labor Code
of the State of California. It is stipulated and agreed that all provisions of law applicable to
public contracts are a part of this contract to the same extent as though set forth herein and shall
be complied with by CONTRACTOR. These include, but are not limited to, the stipulation that
eight (8) hours labor constitute a legal day's work and CONTRACTOR shall, as a penalty to
CITY, forfeit Twenty-five Dollar ($25) for each workman employed in the execution of the
Contract by CONTRACTOR, or by any SUB-CONTRACTOR, for each calendar day during
which such workman is required or permitted to work more than eight (8) hours in violation of
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the provisions of Article Three, Chapter One, Part Seven, Division 2, of the California Labor
Code, except as permitted by law.
If contractor is not already enrolled in the U.S. Department of Homeland Security's E-Verify
program, Consultant shall enroll in the E-Verify program within fifteen days of the effective date
of this Agreement to verify the employment authorization of new employees assigned to perform
work hereunder. Consultant shall verify employment authorization within three days of hiring a
new employee to perform work under this Agreement. Information pertaining to the E-Verify
program can be found at http://www.uscis.gov. or access the registration page
at https://www.visdhs.com/employerregistration. Consultant shall certify its registration with E-
Verify and provide its registration number within sixteen days of the effective date of this
Agreement. Failure to provide certification will result in withholding payment until full
compliance is demonstrated.
IN WITNESS WHEREOF, this contract is executed by the duly authorized agent(s) of CITY,
pursuant to City Council action, and by CONTRACTOR on the date set before the name of each.
City of San Juan Capistrano
DATED: BY:
Sam Allevato, MAYOR
BY:
CONTRACTOR
LICENSE NO.
CLASSIFICATION
ATTEST:
Maria Morris, City Clerk
APPROVED AS TO FORM:
Omar Sandoval, City Attorney
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CITY OF SAN JUAN CAPJSTRANO
Pavement Rehabilitation Improyement Plans
Camino La Ronda & Paseo Rita, tCIP 07105)
SPECIAL PROVISIONS
WORK TO BE DONE
The work consists of cold milling asphalt concrete and asphalt concrete overlay, asphalt concrete
removal and replacement in kind, slurry seal, ADA ramps, protection and adjustment of utilities,
traffic control, and construction of traffic striping and markings.
Such other items not mentioned above that are required by the plans or details, standard
specifications, or the special provisions shall be performed, placed, constructed, or installed.
The contractor shall not start any part of the project without having the necessary thermoplastic
paint for pavement striping and markings on hand. For any delays in applying thermoplastic
paint, the City will charge liquidated damages as outlined in the project specifications.
SECTION 1 - STANDARD SPECIFICATIONS
The contractor shall perform his work in accordance with the Standard Specifications for Public
Works Construction. 2009 Edition, hereinafter referred to as the Standard Specifications.
The Contractor shall maintain a copy of this book on the job-site at all times. Unless otherwise
specified, errata and supplements to the Standard- Specifications shall be part of these
specifications. The provisions of the Standard Specifications shall be modified as indicated
below:
Change 1: Contract Termination
"If at any time, in the opinion of the Public Works Director, the Contractor fails to supply
suitable equipment, an adequate working force, or material of proper quality, or shall fail
in any respect to prosecute any work with the diligence and force specified and intended
in and by the terms of the Contract, notice thereof in writing shall be served upon him,
and should he neglect or refuse to provide means for satisfactory compliance with the
contract, as directed by the Public Works Director, within the time specified in such
notice, the City of San Juan Capistrano, in any such case, shall have the power to
terminate all or any portion of the contract.
Upon receiving notice of such termination. Contractor shall discontinue said work or
such parts of it as the City of San Juan Capistrano may designate. Upon such
termination, the Contractor's control shall terminate and thereupon the Members of the
City Council, or its duly authorized representative, may take possession of all or any part
of the Contractor's materials, tools, equipment, appliances, and plant, and buy such
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additional materials and supplies at the Contractor's expense as may be necessary for the
proper conduct of the work and for completion thereof; or may employ other parties to
carry the contract to completion, employ the necessary workmen, substitute other
machinery or materials and purchase the materials contracted for. In such maimer as the
City of San Juan Capistrano may deem proper; or the Members of the City Council may
annul and cancel the contract and re-let the work or any part thereof Any excess of cost
arising therefrom over and above the contract price will be charged against the Contractor
and his sureties, who will be liable therefore.
In the event of such termination, all money due the Contractor retained under the terms of
this contract shall be forfeited to the City of San Juan Capistrano; but such forfeiture will
not release the Contractor or the sureties from liability or failure to fulfill the contract.
Contractor and sureties will be credited with the amount of monies so forfeited toward
any excess of cost over and above the contract price, arising from the suspension of the
operation of the contract and the completion of the work by the City of San Juan
Capistrano as provided above, and the Contractor will be credited with any surplus
remaining after all just claims for such completion have been paid."
Change 2: Section 7-13 - Laws to be Observed
Add: "All contractors and subcontractors shall comply with all sections of the
Municipal Code of the City of San Juan Capistrano, especially Section: 6-3.06(b),
(c), (d) and (e) and shall secure the services of the City's exclusive solid waste
hauler for their solid waste handling needs."
Change 3: Section 8 - Facilities for Citv Personnel -
Delete this Section.
Change 4: Section 2-9.1 - Permanent Survey Markers
The Contractor shall preserve all centerline survey monumentation before starting work.
The Contractor shall obtain copies of all available centerline tie notes and/or comer
records for the intersections within the project from either City Engineer of the City of
San Juan Capistrano or the office of the Orange County Surveyor. Verification and
replacement shall be done only under the direction of a Registered (licensed) Land
Surveyor or a Registered (licensed) Civil Engineer authorized to practice land surveying
within the State of California. All centerline monumentation shall be replaced after
constmetion and within 7 days of finished paving unless otherwise specified. All
centerline monuments that have been replaced shall have new comer records prepared to
document the current location and description of monument set. Comer records shall be
submitted to the City Engineer for review and approval before filing them with the
County Surveyor's office.
If a documented centerline monument is found, the Contractor shall have them checked,
as to the accuracy of measurements and description of physical monument in place, and
prepare a comer records. If any discrepancies are found, they should be documented and
submitted to the City Engineer for review.
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If monument is found and centerline tie notes do not exist, the Contractor shall prepare a
comer record documenting the location and description of the centerline monument and
ties.
Change 5: Section 7-10.2 - Storage of Equipment and Materials in Public Streets
Construction equipment and materials shall not be stored in streets, roads, highways or
public right-of-way. All materials or equipment not installed or used in construction
within the daily work period shall be stored elsewhere by the contractor at his expense.
Construction equipment shall not be stored at the work site before its actual use on the
work.
Excavated material, except that which is to be used as backfill in the adjacent trench,
shall not be stored in public streets, roads, highways or public right-of-way. After
placing backfill, all excess material shall be removed immediately from the site.
SECTION 2 - TERMS DEFINED
Whenever in the said Standard Specifications the following terms are used, it is hereby provided
that the following City departments or person shall be intended:
AGENCY shall mean City of San Juan Capistrano whenever appropriate.
BOARD shall mean the City Council of the City of San Juan Capistrano.
ENGINEER shall mean City Engmeer or other person(s) designated by same.
SECTION 3 - FLOW AND ACCEPTANCE OF WATER
Surface or other waters may be encoimtered at various times during construction. The
Contractor, by submitting a bid, acknowledges that he has investigated the risks arising from
surface or other waters and has prepared his bid accordingly. It shall be the sole responsibility of
the Contractor to protect his work from danger due to any waters encountered. Should any
damage to the work due to surface or other water occur prior to acceptance of the work by the
City, the Contractor shall repair such damage at his expense.
SECTION 4 - WATER
Water will be available from the City of San Juan Capistrano Utilities Department at a cost.
Arrangements for temporary construction water services permit and water service may be made
by contacting the City of San Juan Capistrano Customer Service Division at (949) 487-4300 one
week prior to need for service. All water facility construction shall conform to the "Standard
Specifications," City of San Juan Capistrano Utilities Department, and "The Uniform Plumbing
Code," 2010 Edition.
SECTION 5 - INSURANCE AND OVERHEAD COSTS
The Contractor shall receive no direct compensation for insurance and overhead (move-in costs,
for example) costs. Accordingly, these costs should be prorated to the appropriate bid items.
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SECTION 6 - PROTECTION OF EXISTING UTILmES rUNDERCROUND SERVICE
ALERT)
The Engineer has endeavored to show all existing utilities. The Contractor rriust, however, take
all due precautionary measures to protect all of the existing utilities. The Contractor shall have
all utilities located by contacting the responsible agency at least 48 hours prior to commencing
any construction work.
The Contractor's attention is directed to the utility notification service provided by
UNDERGROUND SERVICE ALERT (USA). USA member utilities will provide the
Contractor with the locations of their substructures in the construction area when the Contractor
gives at least 48 hours notice to the USA by calling 1-800-422-4133. Other utility phone
numbers are noted on Sheet 1 of the plans.
Full compensation for conforming to the requirements of this section shall be considered as
included in the contract bid prices paid for the various items of work, and no additional
compensation will be allowed therefore.
SECTION 7 - PROTECTION OF PRIVATE PROPERTY
The Contractor must remain within the construction zone to the best of his ability. The
Contractor must protect all existing private property, unless otherwise shown on the plans to be
removed, relocated, or location of improvements require temporary demolition and replacement.
Improvements shall be reconstructed in a timely manner to equal or better than preconstruction
condition and to the satisfaction of the owner.
SECTION 8 - CONSTRUCTION ZONE
Contractor shall protect property and facilities adjacent to the eonstruetion zone, and all property
and facilities within the construction zone, which are shown on the plans to be protected. After
completion of project, the construction zone shall be clean and in a presentable condition. All
public- or privately-owned improvements and facilities shall be restored to their original
condition and location. In the event improvements of facilities are damaged, they shall be
replaced with new materials equal to the original.
Nothing herein shall be construed to entitle the Contractor to the exclusive use of any public
street, way or parking area during performance of the contract work, and Contractor shall
conduct his operations so as not to interfere with the authorized work of utility companies or
other agencies in such streets, way or parking areas.
The Contractor shall be responsible for investigating conditions of available public and private
roads and of clearances, restrictions, and other limitations affecting transportation and ingress
and egress to the site of the work.
Contractor is required to have a portable toilet/restroom in the vicinity of the construction work
at all times.
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SECTION 9 - PRE-CONSTRUCTION COORDINATION MEETING
Prior to the commencement of construction, arrangements will be made for a meeting between
the Contractor, the Engineer, the City of San Juan Capistrano, and involved utility
representatives. The purpose of this meeting is to coordinate the activities of the Contractor
within the limits of this contract, review scheduling, discuss construction methods and clarify
inspection procedures. The Contractor will be required to submit a complete schedule in the
attached form showing the number of working days required to complete each phase of the
project. This schedule shall be approved by the City Engineer prior to the start of construction.
SECTION 10 - PROJECT SITE MAINTENANCE
Water Pollution Control
No person shall commence or continue any construction project in the City that causes the
disturbance of existing ground by clearing, grading, saw cutting, or excavating without obtaining
a permit from the City.
The Contractor shall be informed regarding, and shall adhere to, the requirements of the State Water
Resources Control Board and the San Diego Regional Water Quality Control Board (RWQCB). All
work shall be performed in accordance with:
1. The National Pollutant Discharge Elimination System (NPDES) General Permit for Storm
Water Discharges Associated with Construction Activity (General Permit) (when applicable).
Water Quality Order 99-08-DWQ, NPDES No. CAS000002 and subsequent modifications,
which can be found on the internet at:
http://www.waterboards.ca.gov/stormwtr/construction.html
2. The Waste Discharge Requirements for Discharges of Urban Runoff from the Municipal
Separate Storm Sewer Systems (MS4s) Water Quality Order No. R9-2002-0001, NPDES
NO. CASO108740; and any subsequent modifications thereof;
The following requirements shall apply to all projects undergoing construction in the City. The
requirements set forth below shall apply at the time of demolition of an existing structure or
construction.
1. The Contractor shall implement of an effective combination of erosion and sediment controls,
waste and materials management controls, and other BMPs, as required to minimize transport
of pollutants from the site to streets, drainage facilities or adjoining property by wind or
runoff, to the maximum extent practicable.
If the Engineer determines that the Contractor's measures are not adequate, the Contractor
shall provide whatever additional measures are required to achieve compliance.
2. The Contractor shall designate a qualified person who is trained and competent in the use of
Best Management Practices (BMP's) and who shall be on the site daily, although not
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necessarily full time, to evaluate the conditions of the site with respect to storm water
pollution prevention. This person shall ensure the implementation of the conditions of the
City of San Juan Capistrano, the Contract Documents, the City's Local water quality
ordinance (www.sanjuancapistrano.org), and other State and local regulations and ordinances
with respect to control of erosion, sediment and other forms of water pollution, as well as
other waste management regulations. Further, this person shall be responsible for monitoring
weather and implementation of any emergency plans as needed. The weather shall be
monitored on a five-day forecast plan and a tiill BMP protection plan shall be activated when
a 40% chance of rain is forecasted. This person shall also be responsible for overseeing the
general project operations and evaluating the etfectiveness of the BMP's. This person shall
modify the BMP's as necessary to keep the project site in compliance. This person or other
designated site management staff shall be responsible to inspect the BMP's routinely and
ensure maintenance measures are implemented.
9. The Contractor shall educate all employees, subcontractors, and suppliers about storm water BMPs and
water pollution controls required during various construction activities to prevent the impact of
construction discharges. The contractor shall ensure that all personnel are trained in basic urban
runoff management. A list of attendees and copies of the educational materials shall be kept on
file at the site and submitted to the Engmeer at the conclusion of each training session, upon
request.
9. The Contractor shall protect with BMPs, such as gravel bags and filter fabric or other BMP approved
by the City, all new and existing storm water conveyance system structures and other facilities
from sedimentation or other related construction debris and discharges, or by any other equal
product that is approved by the Engmeer.
5. No washing of construction or other industrial vehicles shall be allowed adjacent to a
construction site. No water from washing vehicles on a construction site is allowed to run off
into the City's storm drain system, including the streets and gutters.
6. The Contractor shall prevent any discharge of concrete rinse water, saw cutting and cold
milling materials, and other pollutant into a stormwater conveyance facility with physical
barriers. Polluted discharges are prohibited firom entering the storm drain system, including
the streets and gutters.
7. Any sediments or other materials, which are not retained on the site shall be removed the same
day prior to leaving the site. Where determined necessary by the Engineer or his or her
designated representative, a temporary sediment barrier shall be installed.
8. On an emergency basis only, plastic covering may be utilized to prevent erosion of an
otherwise rmprotected area, along with runoff devices to intercept and effectively convey the
runoff to the storm drain system after elimination of contaminants. These measures cannot be
used for a duration longer than 48 hours imless specifically approved by the City.
9. Drainage controls shall be utilized at all project locations. Nuisance flow resulting firom
landscaping and irrigation runoff (if applicable) shall be retained on-site the extent of
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proposed construction activities.
10. Contractor shall refer to and be familiar with the most recent edition of the Construction BMP
Handbook, produced and published by the California Stormwater Quality Association at
www.caBMPhandbooks.com . This document can be used for specific guidance on selecting
best management practices for reducing pollutants in storm water discharges from
construction activities.
11. Littering. No person shall throw, deposit, place, leave, maintain, keep or permit to be thrown,
deposited, placed, left or maintained or kept, any refuse, rubbish, garbage, broken concrete, or
any other discarded or abandoned, articles or accumulations, in or upon any street, alley,
sidewalk, storm drain, inlet, catch basin conduit or structure, business place, or upon any
public or private plot of land in the City, so that the same might be or become a pollutant,
except in containers, recycling bags, or other lawfully established waste disposal facilities.
12. At least 24 hours in advance of any storm event where the probability of rain is 40
percent or greater, all BMPs that are installed in the curb and gutter, in front of or on a
storm drain catch basin, or around storm drain drop inlets are to be removed to prevent
blocking of any storm drain or impede drainage. This does not relieve the Contractor's
obligation to prevent silt, sediment, or any other pollutant from entering the storm drain
system as a result of work activities.
13. During the dry season (May 1 through September 30 each year), the Contractor shall inspect
at least weekly all pollutant control measures installed to mitigate construction activities
during the dry season. For the duration of the project, the Contractor shall submit, with each
progress payment request, documentation that these pollutant control measures were
inspected, including detailed inspection reports.
14. During the rainy season (October 1st through April 30th each year), the Contractor shall
inspect at least daily all pollutant control measures, and inspect before and after every rain
event and every 24' hours during any prolonged rain event. The Contractor shall implement
special maintenance measures as required to meet all requirements at Contractor expense. At
the conclusion of any rain event, the Contractor shall immediately repair all pollutant control
measures. For the duration of the project, the Contractor shall submit, with each progress
payment request, documentation that these pollutant control measures were inspected,
including detailed inspection reports, and a list of BMP's that were found to be inadequate.
15. The Contractor shall perform routine maintenance of all pollution control measures
continuously for the duration of the project. The Contractor shall implement special
maintenance measures before and after every rain event and every 24 hours during any
prolonged rain event. The Contractor shall maintain and repair all pollutant control measures
as soon as possible after the conclusion of each rain event as worker safety allows. For the
duration of the project, the Contractor shall submit, with each progress payment request,
documentation that these pollutant control measures were maintained, mcluding detailed
inspection reports, work orders on daily routine work and special maintenance work that was
performed, and a list of BMP's that were found to be inadequate.
The Contractor shall monitor the project site for unmitigated non-stormwater discharge 24 hours
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and day, 7 days a week, throughout the duration of the project construction. If an unmitigated non-
stormwater discharge leaves the project site at any time, the Contractor shall immediately stop all
the activity causing the discharge and mitigate the discharge. The Contractor shall also immediately
notify the Engineer of the discharge. As soon as practical, any and all waste material, sediment,
debris or other pollution from any discharge shall be removed from the drainage system by the
Contractor. The Contractor shall adhere to reporting requirements as identified in the General
Permit for Construction Water Quality Order 99-08-DWQ, NPDES No. CAS000002.
Whenever an authorized inspector has reasonable cause to believe that there exists on the
construction site any condition, which constitutes an impact to hximan or environmental health (as
defined in the City's stormwater program), or if CONTRACTOR is notified of required corrections
and does not correct in the amount of time provided and/or violation of the provisions of the
requirements herein, the permit will cause to be in effect, and all construction works on the site shall
be terminated at the CONTRACTOR'S expense. The CONTRACTOR shall conform to all
Stormwater control BMPs designated by the Engineer, in accordance with the recommendations
and specifications set forth in the Stormwater NPDES, and as outlined herein in this Contract
Document.
SECTION 11 - PRESERVATION OF SURVEY MONUMENT
Effective January 1, 1995, AB 1414 "Preservation of Survey Monumentation Compliance with
Section 8771 of the Business and Professional Code" provides for the preservation of Survey
Monuments in construction projects. This legislation mandates that prior to construction
monuments are to be referenced in the field and "Comer Records" prepared for filing in the
Office of the County Surveyor. It also mandates that after construction, monuments are to be
reset and "Comer Records" \filed with the County Surveyor. This must be done prior to
certifying completion of a project.
The City requires monumentation preservation on all capital improvement projects where
monumentation points are present and the contractor shall be responsible for submitting proper
documentation to the Office of the County Surveyor in compliance with AB 1414.
Project finalization. Notice of Completion and/or release of retention shall be contingent upon
obtaining documentation from the contractor's project surveyor or engineer that momunents have
been set or restored and Comer Records filed with, and to, the satisfaction of the County
Surveyor.
AH costs necessary to comply with this legislation shall be allocated to the appropriate bid item.
SECTION 12 - MONUMENTATION IDENTIFICATION
In accordance with the Professional Land Surveyor Act, Section 8772, any monument set by a
licensed land surveyor or registered civil engineer to mark or reference a point on a property or
land line shall be permanently and visibly marked or tagged with the certificate number of the
surveyor or civil engineer setting it, each number to be preceded by the letters "LS." or "R.C.E.,"
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respectively, as the case may be or, if the monument is set by a public agency, it shall be marked
with the name of the agency and the political subdivision it serves.
Nothing in this section shall prevent the inclusion of other information on the tag, which will
assist in the tracing, or location of the survey records, which relate to the tagged monument.
Centerline ties filed with the Orange County Surveyor will be checked for compliance with this
law.
SECTION 13 - INDEMNIFICATION
Contractor hereby releases and agrees to indemnily, defend, and hold harmless the City of San
Juan Capistrano, the consultant engineering firms, their parent and subsidiary companies, agents,
employees, and their representatives for any and all damages to persons or property or wronglul
death regardless of whether or not such claim, damage, loss or expense is caused in whole or in
part by the negligence, active or passive, of the City of San Juan Capistrano and the consultant
engineering firms, their parent or subsidiary companies and their agents and employees to the
Ilillest extent permitted by law. Such indemnification shall extend to all claims, demands,
actions or liability for injuries, death or damages occurring after completion of the project, as
well as during the work's progress. Contractor lurther agrees that it shall accomplish the above
at its own cost, expense, and risk exclusive of and regardless of any applicable insurance policy
or position taken by any insurance company regarding coverage.
SECTION 14-JOBSITE SAFETY
Contractor acknowledges responsibility for jobsite safety and acknowledges that the engineer
will not have any such responsibility. To the lullest extent permitted by law the contractor shall
indenmily, defend and hold the City of San Juan Capistrano and the consultant engineering
firms, their present companies, subsidiaries, agepts, and employees fiom and against all claims,
damages, losses, and expenses, including but not limited to attorney fees and claim costs, arising
out of or resulting fiom performance of work by the contractor, its subcontractors, or their agents
and employees, which results in damage to persons or property including wronglul death
regardless of whether or not such claim, damage, loss, or expense is caused in whole or in part
by the negligence, active or passive, of the City of San Juan Capistrano and the consultant
engineering firms, their parent and subsidiary companies, as well as their agents and employees,
excepting only the sole negligence of the City of San Juan Capistrano and the consultant
engineering firms, their parent or subsidiary companies and their agents and employees.
SECTION 15 - ENCROACHMENT PERMIT
The Contractor must comply with all conditions of the City Encroachment Permit as part of the
contract.
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SECTION 16-HOURS OF WORK
For Camino La Ronda and Paseo Rita
Hours of work shall be 7:00 p.m. through 5:00 a.m.
For Rancho Vieio Road
Hours of work shall be 8:30 am to 2:00 p.m.
For all other Streets and Allevwavs
Hours of work (which includes the delivery and/or recovery of materials, supplies,
or construction equipment) shall be 8:30 am to 3:30 pm, and no work shall be done on
weekends and City holidays. (SJCMC Sec. 8-2.04).
SECTION 17 - PROSECUTION OF WORK
There should be no period that roadways are not available, except for the areas where work is
being done. All areas which have been cold milled but not overlaid must be marked with the
appropriate signs alerting traffic of rough road conditions.
No work is to be started that cannot be completed by the time as designated by Section 16 of
these Special Provisions. All work phases will be cleaned up daily with temporary striping/lane
markings reestablished daily. The street shall be in good condition over the weekends.
The Contractor is required to coordinate its activities with the trash hauling company on
residential streets and alley-ways to insure no interruption of service occurs.
Prior to commencing work on this project, the contractor shall submit to the Engineer for
approval a plan and schedule of construction which will allow the least inconvenience to the
public and/or residents.
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JOB Submitted in Accordance with the LIMITS . Requirements of the special provisions PapGRESS SGHEDDLE PRO J. NO. by! SPEC, NO. Contractor Date START DATE Accepted by Date BID ITEM NO. DESCRIPTION % OF BID 1 0 2 0 3 Vi 0 4 ORKING DAY 0 S 3 0 6 0 7 0 8 0 9 0 I 00 Legend: % Corqjlete Actual Progress Scheduled Progress
CITY OF SAN JUAN CAPISTRANO
PaYement Rehabilitation Improvement Plans
1- Camino La Ronda & Paseo RitafCIP 07105),
DETAIL TECHNICAL SPECIFICATIONS AND METHOD OF PAYMENT
BID ITEM NO. 1.1 - MOBILIZATION AND DEMOBILIZATION
Mobilization and demobilization shall consist of preparatory work and operations, including, but
not limited to those necessary for the movement of personnel, equipment, supplies, and
incidentals to the project site; for the establishment of all offices, buildings, offsite storage and
other facilities necessary for work on the project; and for all other work and operations which
must he performed or costs incurred prior to beginning work on the various contract items on the
project site.
PAYMENT
Payment for mobilization and demobilization shall be at the contract LUMP SUM price in
accordance with Section 9-3 of the "The Greenbook". The lump sum price for this shall not
exceed 5 percent of the total contract price at the time of award. The lump sum price shall be
considered full compensation for furnishing all labor, materials, tools, equipment, apparatus, and
incidentals for doing all the work required. Payment shall be considered full compensation for
obtaining all business licenses and permits, as required for the entire project, fiom all related
agencies including but not limited to utility companies, private and public agencies. The
compensation shall include the compliance with the requirements specified in those licenses and
permits; and incidentals necessary to perform all related items of work. Payment for
mobilization and demobilization shall be based on the completion percentage of the entire
project. No additional compensation will be allowed.
BID ITEM NOs. 1.2 and 1.3 - COLD MILLING
A.C. HEADER CUTS BY THE COLD PLANER METHOD (Hereinafter referred to as "cold
milling").
The workmanship, materials, and equipment necessary to complete the work as required shall
conform to Section 302-5.2 of the Standard Specifications.
The Contractor shall remove existing A.C. street pavement by cold milling and hauling away:
Itemri.2):
A 6 foot wide tapered surface, (1-5/8" deep at the lip of gutter to 0" deep) per Detail 1 Sheet 3 of
Contract Plans, to provide for placement of a minimum of 2" A.C. overlay at the joint and full 2"
inches at 6 feet away from the following locations:
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a)
b)
Adjacent to existing P.C.C. gutters.
Adjacent to existing P.C.C. cross gutters.
Item g.3):
A 20 foot wide tapered surface, (2" deep at the join to 0" deep), to provide for placement of a
minimum of 2" A.C. overlay per Detail 5 Sheet 3 of Contract Plans.
Equipment
The planning machine shall be self-propelled and built specifically for grinding flexible
pavements. It shall plane without tearing or gouging the underlying surface, and blade material
into a window. The machine shall consist of a 72" minimum width cutting drum with carbide
tip teeth. Drurn lacing patterns shall permit a grooved or smooth surface finish, as selected by
the Engineer, and the drum shall be totally enclosed in a shroud to prevent discharge of any loose
material into adjacent work areas. A 0" to 3" deep cut to predetermined grade may be required
on one pass. The machine shall be adjustable as to crown and depth by tilting the drum axis. A
dust suppression system with a 700-gallon minimum water storage capacity and two high-
pressure spray bars with spiral nozzles shall be standard equipment. The equipment shall be
demonstrated to have been operated successfully on similar work completed prior to award of the
contract. The equipment shall meet or be lower than current standards set by the AQMD for
noise and air pollution.
Auxiliary Equipment
Loaders and trucks of approved size, type and number suitable for hauling the planed materials
shall be provided.
Methods
The Contractor shall fumish one or more planning machines operated by experienced personnel.
The surface tolerances produced so that a ten-foot straight edge laid laterally will indicate
variances of less than 14 inch. Removal shall consist of (1) planning and cutting the pavement to
form a keyway header cut or full width re-grading, plus (2) removing the loosened material. No
aggregate shall remain on the project at the end of each working day except as might be accepted
for base at the approval of the Engmeer. Aggregate material loosened and directed to be removed
shall become the property of the Contractor and be disposed off-site.
The Contractor shall provide temporary asphalt for all lanes of traffic and drive
approaches wherever the depth of the cut exceeds 1". All costs associated with the
aforementioned shall be included in the imit price and no additional compensation will be
allowed.
PAYMENT
Payment for the work to be performed and paid for will be the actual number of SQUARE
YARDS completed, regardless of depth, as measured on site. The payment for accepted
quantities as measured will be made at the contract unit price for cold milling and hauling away.
The unit price bid for this item shall include all labor, materials and equipment required for the
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removal of existing bituminous pavement by cold milling in the locations shown on the plans.
All costs associated with hauling away the cold milled material shall be included in the unit price
bid and no additional compensation will be allowed. The Contractor shall take care during cold
milling not to disturb the areas where trenches cut in the roadway were repaved.
BID ITEM NO. 1.4 - PROVIDE AND PLACE CRACK SEALANT TYPE «C"
The work under this item shall include asphalt crack sealant Type "C" 1/8" or greater, which
shall be placed after cold milling and prior to leveling course paving per the Standard Special
Provisions.
EQUIPMENT
Router
Shall be so designed to follow random cracks accurately and in accordance with the
requirements of the Specifications and current environmental agency standards.
Compressor
An air compressor capable of a minimum of 85 to 150 cfm with a special sand for
blowing and in accordance with current environmental agency standards, shall be used
to blow all loose vegetation and debris.
Asphalt-Rubber Sealant Machine
Shall have an oil jacketed pump heat transfer oil circulation system with a minimum
capacity of 200 gallons and an agitation system. There shall be a positive pumping
system on the machine. The machine shall have a minimum melting capacity of 100
gallons per hour.
APPLICATION
Traffic control shall conform to Caltrans Traffic Control Manual 2006.
PAYMENT
The unit price for this item shall be per LUMP SUM and shall include all necessary labor and
materials.
BID ITEM NO. 1.5- 2" ASPHALT CONCRETE OVERLAY
SECTION 1. MATERIALS
Asphalt concrete (AC) shall meet the requirements of Section 400 and these Special Provisions.
Coarse aggregate shall consist of material of which at least 75 % by weight shall be crushed
particles in lieu of the requirements of Section 400-4.2.3.
The viscosity grade of paving asphalt shall be PC-64-10 as determined by the Engineer. Copies
of test reports on paving grade asphalt, as defined in Section 203-1.3. shall be available for each
shipment.
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Proposed Asphalt Concrete Job Mix Formula(s) shall be determined by Calif. Test Method #367.
Method for Recommending Optimum Bitumen Content (Hveem Method). Job Mix Formulas and
supporting CTM 367 test data shall be submitted to the EMA Materials Engineer for approval
annually in January. The aggregates used for determining the proposed Job Mix Formulas shall
be from the same source as will be used in actual production. Changes in aggregate source shall
not be permitted unless a pre-approved Job Mix Formula for the changed aggregate source(s) is
on file with the Agency. Submittals of all Job Mix Formulas for approval shall be made at least
20 working days prior to intended use.
As a general guideline the required gradation and asphalt content for Orange County asphalt
concrete mix designs will be as follows:
2" (IIJ-C-3) Surface Course (cold mill areas) 5.6%
Asphalt Concrete load tickets shall clearly show the mix designation for the approved Job Mix
Formula.
Asphalt Concrete suppliers shall maintain records of each aggregate shipment received. These
records shall be maintained current and be readily accessible to the Engineer upon request. The
records shall include but not be limited to: Aggregate source of origin, location and the date
shipped.
The sand equivalent and Stabilometer-Value (S-Value) requirements of Section 400-4.3. shall be
the moving average requirements. Jndividual test requirements for sand equivalent and S-Value
shall be as determined by the EMA-Materials Lab.
SECTION n. GENERAL PROVISIONS
Add to Section 302-5.1., "General," the following:
The combined aggregate grading for asphalt .concrete placed on miscellaneous areas shall
conform to the gradation for the asphalt concrete placed on the traveled way, unless otherwise
directed by the Engineer. The amount of asphalt binder used in the asphalt concrete, placed in
dikes, gutter, gutter flares, overside drains and aprons at the ends of drainage structures, unless
otherwise directed by the Engineer, shall be increased one percent by weight of the aggregate
over the amoxmt of asphalt binder used in the asphalt concrete placed on the traveled way.
The asphalt concrete to be placed in areas, which are designated on the plans as miscellaneous
areas, may be spread in one layer. The material shall be compacted to the required lines, grades
and cross section.
Dikes shall be shaped and compacted with an extrusion machine or other equipment capable of
shaping and compacting the material to the required cross sections.
Jn advance of placing asphalt concrete dike on asphalt surfacing, the surface shall be broom-
swept clean of all loose and extraneous material and a tack coat shall be applied.
If the finished surface of the asphalt concrete on the traffic lanes does not meet the specified
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surface tolerances, it shall be brought within tolerances by either: (1) abrasive grinding (followed
by fog seal coat on the areas which have been ground, (2) placing an overlay of asphalt concrete,
or (3) removal and replacement. The method shall be approved by the Engineer.
Delete Section 302-5.3., "Prime Coat," and substitute the following:
When specified or required by the Engineer, a prime coat consisting of Grade SC-70 or SC-250
liquid asphalt shall be applied to the surface of the prepared base or subbase prior to placing
asphalt concrete at a rate between 0.10 and 0.25 gallon per square yard (0.45 and 1.13 liter per
square meter).
Modify Section 302-5.4, "Tack Coat," as follows:
A tack coat of SS-lh type emulsified asphalt, where stipulated on the plans and specifications or
required by the Engineer, shall be applied in accordance with Section 302-5.4. Paving asphalt
may be used only when approved by the Engineer. Paving asphalt when approved, shall be
spread in accordance with provisions of Section 203-1.
Add to Section 302-5.5, "Distribution and Spreading," the following:
Tarpaulins shall be used to cover all loads when directed by the Engineer.
PAYMENT
Payment for asphalt concrete overlay, complete in place, will be made at the contract unit price
bid per TON. No separate measurement and payment will be made for asphalt tack coat. The
above contract price and payment shall include full compensation for furnishing all labor,
materials, tools, equipment, transportation and incidentals, and for doing all the work involved,
complete as detailed and as specified in these Special Provisions.
BID ITEM NO. 1.6 - ADJUSTMENT OF CITY OF SAN JUAN CAPISTRANO WATER
DEPARTMENT VALVE BOXES TO GRADE
The work for this bid item shall- include removing and replacing with new valve box, removing
and replacing with new 8" diameter PVC SDR 35 valve well material and setting all existing
City of San Juan Capistrano Water Department water valve boxes to grade within the area to be
surfaced, per City of San Juan Capistrano Water Standard Plan W-13.
PAYMENT
The unit price bid per EACH for adjusting City of San Juan Capistrano Water valve boxes to
grade shall include all labor, materials, tools and equipment necessary to carry out the work and
no additional compensation shall be made therefore.
BID ITEM NO. 1.7 - ADJUSTMENT OF MANHOLE COVERS TO GRADE
The work for this bid item shall include setting all existing sewer and storm drains, manliole
frames and cover sets to grade within the area to be surfaced. Jt shall be the responsibility of the
Contractor to locate all manholes prior to doing any work and have them dimensioned from two
known points.
PAYMENT
The unit price bid per EACH adjusting manhole frames and cover sets to grade shall include all
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labor, materials, tools, and equipment, as well as traffic control, and no additional compensation
will be made therefore.
BID ITEM NO. 1.8 - ADJUSTMENT OF SURVEY MONUMENT
The work for this bid item shall include setting all existing survey monuments sets to grade
within the area to be surfaced. It shall be the responsibility of the Contractor to locate all survey
monuments prior to doing any work and have them dimensioned from two known points.
PAYMENT
The unit price bid per EACH adjusting survey monument well cover set to grade shall include
all labor, materials, tools, and equipment, as well as traffic control, and no additional
compensation will be made therefore.
BID ITEM 1.9 - SAWCUT AND REMOVE EXISTING AC PAVEMENT AND
REPLACE IN KIND (INCLUDING SPEED BUMPS)
The work for this item shall consist of sawcutting and removing existing asphalt pavement
(including base material) and speed bumps to construct the proposed improvements where it is
shown on the Contract Plans and in accordance with "The Greenbook" Section 300-1.3.
PAYMENT
"Sawcut and Remove Existing AC Pavement and Replace In Kind" will be paid for at the
Contract Unit Price in accordance with Section 9-3 "The Greenbook". The unit price bid per
square foot shall include all labor, material, backfill, excavation, tools, incidentals and equipment
necessary for doing all the work required as specified and no additional compensation shall be
made therefore. This item can be reduced at the discretion of the Engineer.
BID ITEM NO. 1.10- REMOVAL AND RECONSTRUCTION/CONSTRUCTIONOF 4"
P.C.C. WHEELCHAIR RAMP WITH DETECTABLE WARNING SURFACE.
Construction of wheelchair ramp shall include saw cutting and removal of existing P.C.C.
sidewalk, curb and gutter. The contract unit price shall include full compensation for furnishing
all labor, materials, tools, equipment, transportation, incidentals, and for doing all the work
involved, complete as detailed and as specified in these SpeciaiyTechnicai Provisions. Handicap
Ramp shall be constructed per CalTrans Standard Plan AS 8 A; the installation of Detectable
Warning Surface (DWS) shall comply with the applicable sections of the Americans with
Disabilities Act (ADA) requirements and it should be "ARMORTILE CHARCOAL CRAY" or
approved equal.
PAYMENT
Payment for construction of wheelchair ramp and installation of the DWS tile for curb ramp will
be at the contract UNIT PRICE PER WHEEL-CHAIR RAMP and shall include all costs for
furnishing all labor, tools, materials, equipment, removals, excavation, sub-grade preparation,
compaction, saw cutting and disposal of removed material, and for doing all work involved to
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construct curb ramp and install DWS, complete in place, as shown on the plan, in the unit price
and no additional compensations will be allowed for the aforementioned.
BID ITEM NOS 1.11 through 1.15- PROJECT STRIPINC AND MAREINCS
Striping shall conform to Section 210, "Install and Protective coatings" and Subsection 310-5.6,
"Installing, Traffic Striping, pavement Markings, and Curb Markings" of the Standard
Specifications; the current State of California Department of Transportation Traffic
Manual, Traffic Sign Specifications, and Standard Specifications: Section 84; the California
MUTCD for Street & Highways, Part 3 Markings (latest edition) and these Special Provisions.
The street shall not be left unstriped over any weekend period.
The Contractor shall complete the traffic striping as shown on the striping plans.
Raised pavement markers shall conform to the California Department of Transportation Standard
Specifications Section 85, current edition, and shall be of type as called for on the plans.
Pavement legends shall conform to Agency stencils.
Stripes and pavement legends shall be refiectorized.
STREPINC AND APPURTENANCES
Installed Striping, Markings. Markers and Appurtenances. Installed Traffic Pavement Striping,
Legends, Markings, Appurtenances shall conform to. Section 210-1.6 and 214, and be Installed
per Section 310-5.6 of the Standard Specifications, or applicable CALTRANS Details, and to the
satisfaction of the City Engineer. The iavout of all work to be Installed shall be inspected and
approved prior to Installing. Anv work Installed without prior approval of the lavout is subject
to removal and replacement at the Contractor's expense.
The Contractor shall use thermoplastic Install, conforming to Section 210-1.6.2. "Thermoplastic
Install, State Specifications" of the Standard Specifications.
Thermoplastic shall be used on cross-walks, arrows, legends and Appurtenances.
All striping details include RPM's per Caltrans Standard Details.
Contractor shall remove all conflicting Installed lines, markings and pavement legends bv
sandblasting. Sandblasting debris shall be removed before the end of each dav.
The Contractor shall perform all layout, alignment and spotting. •
The Contractor shall be responsible for the completeness and accuracy of all layout alignment
and spotting. Traffic striping shall not vary more than 14" in 50' from the alignment shown on
the plans.
PAYMENT (Bid Item No.s l.llthrough 1.15)
Payment for Bid Item No. 1.11 through 1.15, Project Striping and Markings, shall be at the
contract unit price bid per UNIT (linear foot, square foot or each, or lump sum, as designated by
DS-7
Schedule of Work Items 1.11 - 1.15), which shall be full compensation for furnishing all labor,
materials, equipment, tools and mcidentals and no additional compensation shall be made
therefore.
BID ITEM NO. 1.16- TRAFFIC CONTROL
The Contractor shall provide traffic control plans (prepared by a registered Traffic Control
Engineer) to the City for review and approve prior to begirming work.
The Contractor shall provide and maintain traffic control devices during the construction of the
project. Access driveways and side streets must be maintained at all times..
The proposed scheduling for posting of Parking Restrictions shall be included as part of the
traffic control plan submitted.
In addition to those provisions of Section 7-10 of the Standard Specifications for Public Works
Construction (Creen Book) dealing with Public Convenience and Safety, the following
requirements are included as contract specifications:
1. All warning and regulatory signs, lights and devices used for the protection of the public
on the project shall conform to those described in the current Issue of the California
Manual on Traffic Control Devices for use in Performing Work upon Highways as
required by Section 21400 of the California Vehicle Code.
2. The traffic control plan shall be designed to handle traffic safely 24 hours per day, seven
days per week for the duration of the Work. Traffic deviations, and detours must be
approved by the City Traffic Engineer and shall be coordinated with Police, Fire and
Transit authorities a minimum of 24 hours in advance of implementation.
3. Traffic control shall be coordinated for the minimum inconvenience and maximum safety
of the public during the construction period and in accordance with these specifications.
The Contractor shall furnish, install, maintain and remove all traffic controls, signs,
barricades, lights and devices required for traffic and pedestrian control and in addition,
shall furnish all flagmen necessary for the safety of traffic through the site. The
Contractor shall be fully responsible for all traffic and pedestrian safety controls during
the construction period.
4. At least one 12-foot wide lane shall be provided for each direction of travel on all streets
at all time, except as permitted by the Engineer. Travel lanes shall be maintained on
pavement and shall remain unobstructed.
5. Where existing delineation is obscured, damaged, removed, or reflectivity reduced; or
where detours or temporary traffic lanes have been created through the construction zone,
the Contractor shall place and maintain temporary delineation xmtii permanent striping is
placed.
.6. Parking Restrictions and Posting for Tow Away
No Parking signs posted by the Contractor shall be of heavy card stock and not less than 1.75
DS-8
square feet of surface area on the face. Background color shall be white and letters shall be
printed in red water resistant ink except day, date, and time of restriction may be printed in
black water resistant ink. The signs shall be printed with the words "Tow Away" and "No
Parking" with a character height of not less than 2.75 inches and a stroke width of not less
than 0.5 inches. The day, dated, and time of the particular restriction shall be printed or
attached below the above mentioned wording in characters of not less than 2.0 inches in
height and 0.4 inches in stroke width. The day of the week shall be written out or properly
abbreviated with three to four letters; date or dates or restriction shall be listed completely;
the beginning and ending times shall be clearly listed on the sign.
Signs shall be mounted such that the wording "No Parking" is at an elevation at least three
feet above the adjacent gutter flowiine. Signs may be tied with string to trees and power
poles, taped to existing sign poles, or mounted to stakes or barricades as provided by the
Contractor. The signs shall be placed as needed to control the parking of cars within the
construction zone; signs shall be placed at intervals of 75 feet or less along each side of the
roadway.
Signs shall be posted and maintained by the Contractor for a period of 72 hours prior to the
restrictions becoming effective. The Contractor may only post parking restrictions which are
effective for the duration of the Work. Upon completion of the Work, all signs, stakes, and
barricades shall be promptly and completely removed and disposed of by the Contractor. The
Contractor shall promptly reset or replace ail damaged or defective signs.
The Contractor shall be fully responsible for the adequate removal of all parked cars. All
vehicle removal shall be coordinated by the Contractor with the Sheriff Department. The
Contractor shall notify the Sheriff Dispatch at (714) 288-6742 upon posting of the parking
restrictions for a particular street. For removal of parked vehicles, the Contractor shall notify
the Project Inspector not less than two hours prior to the needed removal with the address
nearest the parked vehicle, make, model, color and license number. The Contractor shall
attempt to notify the owner of parked vehicles prior to calling the City Inspector. If the City
Inspector cannot locate the vehicles owner, and the posting of the street was properly
completed per the above requirements, the City Inspector will call the Sheriff Dispatch for
vehicle removal. The City shall not be responsible for any delay or additional costs
associated with the removal of parked cars which obstruct the construction operation.
If a vehicle owner successluiiy contests a towing citation in court, and their citation is
dismissed for causes related to the Contractor's failure to perform the requirements of this
section, the Contractor shall reimburse the City for the cost of any claims associated with the
towing citation.
Traffic control is essential for the successM application of slurry seal and the Contractor shall
provide adequate protection for the applied slurry seal. Standard regulatory and waming signs shall
be utilized. Traffic control shall be approved by the Engmeer prior to conunencing work each day.
The Contractor shall post "No Parking" signS at seventy-live foot (75') intervals a mmimum of
seven (7) days prior to the time that the crack seal and/or slurry seal is to be applied on the street.
DS-9
The signs shaii be furnished by the Contractor and shall be stamped with the day upon which
parking is to be prohibited.
When necessary, the Contractor shall provide adequate pedestrian access crossings over the slurry
sealed street intersections. If deemed necessary by the Engineer, the Contractor shall use building
paper to allow pedestrian access across intersections. The Contractor shall notify residents and
businesses with leaflets in the areas to be slurry sealed prior to commencement of the contract
operations. The Contractor shall notify ail residents of any street forty-eight (48) hours prior to
closing and applying the crack and slurry seal.
If the Contractor cannot complete ail the streets scheduled for that day, he shall notify all residents
that the streets will not be completed and that the street will be rescheduled at a later date.
PAYMENT
The LUMP SUM price for this item shall include ail labor, materials, tools and equipment
necessary to carry out the work as specified and no additional compensation shall be made
therefore.
BED ITEM NO. 1.17 - CITY NOTIFICATION SIGNS
One week prior to construction, the contractor shall provide and erect City notification signs at
iocations shown on the plans or marked in the field and agreed by the engineer. The signs shall
be removed within one week of completion of construction. The City will provide a black and
white photo copy of the City logo from which the contractor shall make a stencii(s) for making
signs. The stencii(s) shaii become the property of the City. (Sample on Page DS-14).
PAYMENT
The LUMP SUM price for this item shaii include ail labor, materials, tools and equipment
necessary to carry out the work as specified and no additional compensation shall be made
therefore.
BED ITEM NO. 1.18 - PROJECT SURVEY
The Contractor shaii preserve all centerline survey monumentation before starting work. The
Contractor shaii obtain copies of all available centerline tie notes and/or comer records for the
intersections within the project from either City Engineer of the City of San Juan Capistrano or
the office of the Orange County Surveyor. Verification and replacement shaii be done only under
the direction of a Registered (licensed) Land Surveyor or a Registered (licensed) Civil Engineer
authorized to practice land surveying within the State of Califomia. All centerline
monumentation shall be replaced after construction and within 7 days of finished paving unless
otherwise specified. All centerline monuments that have been replaced shall have new comer
records prepared to document the current location and description of monument set. Comer
records shall be submitted to the City Engineer for review and approval before filing them with
the Coimty Surveyor's office.
If a documented centerline monument is found, the Contractor shaii have them checked, as to the
accuracy of measurements and description of physical monument in place, and prepare a comer
DS-10
records. If any discrepancies are found, they should be documented and submitted to the City
Engineer for review.
If monument is found and centeriine tie notes do not exist, the Contractor shaii prepare a comer
record documenting the location and description of the centeriine monument and ties.
PAYMENT
The LUMP SUM price for this item shall include all labor, materials, tools, and equipment
necessary to carry out the work, as specified and no additional compensation shall be made
therefore.
DS-11
Pavement Rehabilitation Improvement Plans
2- Rancho Vieio Road (CIP 11108)
DETAIL TECHNICAL SPECIFICATIONS AND METHOD OF PAYMENT
NOTE-SLURRY SEAL:
This is to clarify that even though the plans indicate a portion of Rancho Viejo Road will
receive a Slurry Seal Coat from Station 10+00.00 at intersection of Junipero Serra Road
and Rancho Viejo Road to Station 32+61.00 and 20' wide Cold Milling from
Station 32+61.00 to Station 32+81.00. but this section is deleted. However, the Asphalt
Concrete limit will be expanded to cover from Station 10+00.00 to Station 32+81.00
PLUS 350 feet northerly from Station 10+00.00 to anticipated Station 6+50.00 and 20 feet
wide Cold Milling at the end of AC overlay to estimated Station 6+30.00.
The Contractor Traffic Control Bid Item shall cover the expanded work area. The AC
overlay and Cold milling hid quantities are adjusted to refiect these changes.
BID ITEM NO. 2.1 - MOBILIZATION AND DEMOBILIZATION
Mobilization and demobilization shall consist of preparatory work and operations, including, but
not limited to those necessary for the movement of personnel, equipment, supplies, and
mcidentals to the project site; for the establishment of all offices, buildings, offsite storage and
other facilities necessary for work on the project; and for all other work and operations which
must be performed or costs mcurred prior to begirming work on the various contract items on the
project site.
PAYMENT
Payment for mobilization and demobilization shall be at the contract LUMP SUM price in
accordance with Section 9-3 of the "The Greenbook". The lump sum price for this shall not
exceed 5 percent of the total contract price at the time of award. The lump sum price shall be
considered full compensation for furnishing all labor, materials, tools, equipment, apparatus and
incidentals for doing all the work required. Payment shall be considered fiill compensation for
obtaining ail business licenses and permits, as required for the entire project, fi-om ail related
agencies including but not limited to utility companies, private and public agencies. The
compensation shall mclude the compliance with the requirements specified In those licenses and
permits; and incidentals necessary to perform all related items of work. Payment for
mobilization and demobilization shall be based on the completion percentage of the entire
project. No additional compensation will be allowed.
BID ITEM NO. 2.2 - CLEARINC AND CRUBBINC
This work shall consist of tree, shrub, turf, AC pavement, concrete sidewalk and concrete curb
DS-12
and gutter removals; protection of existing facilities that are to remain in place; and sawcutting.
This section shall conform to Section 300-1 of the Standard Specifications and these special
provisions.
Area to be cleared shall be grubbed to a depth necessary to remove all stumps, roots, and other
objectionable material. The Contractor's attention is directed to existing landscaped areas within
the right-of-way and need to conform to the requirements of Subsection 300-1.2.
1. Tree removal.
Tree removal shall be in accordance with the City tree removal permit and includes
felling of trees, grinding the stump, removal of all wood, limbs, debris, and area cleanup.
Stumps shall be ground to a minimum of three (3) feet below the existing ground surface
or subgrade, whichever is deeper. Stump holes shall be backfilled and compacted with
excess soil and raked level with existing grade. When stumps are not ground the same
day as the tree removal, stumps shall be lefi five (5) feet above parkway grade, or an
adequate waming device shall be placed over the stump until grinding is completed. All
damaging or potentially damaging tree roots shall be pruned or shaved as specified in
these special provisions. Tree removal permit is in the Appendix at the back of these
specifications.
2. Protection of existing improvements which are to remain shall conform to Section 7-9
of the Standard Specifications.
3. Protection of utilities, trees, fences, walls, and other facilities within the construction
zone, except those specifically directed by the Engineer to be removed or relocated.
4. Sawcutting of existing pavement per Subsection 300-1.3.2.
PAYMENT
The lump sum price for Clearing and Cmbbing shaii include ail labor, materials, tools and
equipment necessary to carry out the work as specified and no additional compensation shall be
made therefore.
BID ITEM NO. 2.3- COLD MILLING
This work shaii conform to Subsection 302-5.2 and shall consist of fumishing all milling, labor,
equipment, supplies, material, and supervision necessary to complete operations of milling
existing bituminous pavement as shown on the plans hereinafier described.
The pavement removal shaii be accomplished by cold milling or any other inethod approved by
the Engineer. The Contractor shall immediately dispose of the removed material from the public
right-of-way. The Contractor shall be held responsible for any and all damages to public and/or
DS-13
private property (inciuding trees, plants, shrubs, etc.) and shall replace with new material or
correct any damaged property to the satisfaction of the Engineer.
The equipment used shall be of the type capable of maneuvering close to structures. The asphalt
to remain in place shall not be damaged by the Contractor in any way and shall provide a
uniform and stable base for resurfacing.
PAYMENT
The unit price bid per square yard for Cold Milling shall include full compensation for fumishing
ail labor, material, tools, equipment and incidentals, and for doing all the work involved as
specified, inciuding removal and disposal of displaced material.
BID ITEM NO. 2.4 - UNCLASSIFIED EXCAVATION
This work shall conform to the applicable provisions of Section 300-2 and these Special
Provisions. Unclassified excavation shall consist of ail excavation and removal, inciuding
existing roadway pavement.
PAYMENT
The imit price bid per cubic yard for Unclassified Excavation shall include ail labor, materials
and equipment required for the removal and disposal of existing material in the iocations shown
on the plans, and no additional compensation will be allowed.
BID ITEM 2.5 - SAWCUT AND REMOVE EXISTING AC PAVEMENT AND
REPLACE IN KIND (TNCLLDING SPEED BLMPS)
The work for this item shall consist of sawcutting and removing existing asphalt pavement
(including base material) and speed bumps to construct the proposed improvements where it is
shown on the Contract Plans and in accordance with "The Greenbook" Section 300-1.3.
PAYMENT
"Sawcut and Remove Existing AC Pavement and Replace In Kind" will be paid for at the
Contract Unit Price in accordance with Section 9-3 "The Greenbook". The unit price bid per
square foot shaii include ail labor, material, backfill, excavation, tools, incidentals and equipment
necessary for doing ail the work required as specified and no additional compensation shall be
made therefore. This item can be reduced at the discretion of the Engineer.
BID ITEM NO. 2.6 - PROVIDE AND PLACE CRACK SEALANT TYPE "C"
The work under this item shall include asphalt crack sealant Type "C" for cracks 1/8" or greater,
which shall be placed after cold milling and prior to leveling course paving per the Standard
Special Provisions.
DS-14
EQUIPMENT
Router
Shall be so designed to follow random cracks accurately and in accordance with the
requirements of the Specifications and current environmental agency standards.
Compressor
An air compressor capable of a minimum of 85 to 150 cfm with a special sand for
blowing and in accordance with current environmental agency standards, shall be used to
blow ail loose vegetation and debris.
Asphalt-Rubber Sealant Machine
Shall have an oil jacketed pump heat transfer oil circulation system with a minimum
capacity of200 gallons and an agitation system. There shall be a positive pumping
system on the machine. The machine shall have a minimum melting capacity of 100
gallons per hour.
APPLICATION
Traffic control shall conform to the Contractor prepared traffic control plans and the CalTrans
Traffic Control Manual.
PAYMENT
The unit price for this item shall be per lump sum and shall inelude ail necessary labor and
materials.
BED ITEMS NO. 2.7 and 2.8 - ASPHALT CONCRETE OVERLAY AND BASE COURSE
The work for this bid item shall include the fumishing and placing of asphalt concrete as
indicated on the plans and in the specifications. The workmanship and materials necessary to
complete the work as required shall conform to Section 302-5 and Orange County Public Works
Road Standard Plan 1805.
PAYMENT
The unit price bid per ton for asphalt concrete shaii include all labor, material, tools, and
equipment necessary to construct the asphalt concrete paving, and no additional compensation
shall be made thereof.
BID ITEM NO. 2.9- CRUSHED MISCELLANEOUS BASE
The work for this bid item shaii include fumishing and installing aggregate base per the plans
DS-15
and specifications. Aggregate base shaii conform to the County of Orange Special provisions for
untreated base materials (Standard Plan No. 1804) and Sections 400-2 and 200-2.
PAYMENT
The unit price bid per ton for aggregate base shall include all labor, material, tools, and
equipment necessary to construct the aggregate base, and no additional compensation shall be
made therefor.
BID ITEMS NO. 2.10 - CONSTRUCT TYPE "C-8" CURB AND GUTTER
Construct type "C-8" curb and gutter shaii conform to the provisions of Section 303-5.
PAYMENT
Payment for the work to be performed will be per linear foot. The unit price bid for this item
shaii include ail labor, materials and equipment required for the construction of curb in the
iocations shown on the plans. Ail costs shaii be included in the unit price bid and no additional
compensation will be allowed.
BID ITEM NO. 2.11- ADJUSTMENT OF WATER VALVE BOXES TO GRADE
The work for this bid item shall include removing and replacing with new valve box, removing
and replacing with new 8" diameter PVC SDR 35 valve well material and setting ail existing
CVWD (now CSJC) water valve boxes to grade within the area to be surfaced, per City of San
Juan Capistrano Water Standard Plan W-13.
PAYMENT
The unit price bid per each for adjusting CSJC valve boxes to grade shall include ail labor,
materials, tools and equipment necessary to carry out the work and no additional compensation
shall be made therefore.
BID ITEM NO. 2.12- ADJUSTMENT OF MANHOLE COVER TO GRADE
The work for this bid item shaii CONFORM TO Subsection 301-1.6 and shall include setting ail
existing sewer and storm drain, manhole flames and cover sets to grade within the area to be
surfaced. It shall be the responsibility of the Contractor to locate all manholes prior to doing any
work and have them dimensioned fi-om two known points.
PAYMENT
The unit price bid per each adjusting manhole frames and cover sets to grade shall include all
DS-16
labor, materials, tools, and equipment, as well as traffic control, and no additional compensation
will be made therefore.
BID ITEM NO. 2.13- ADJUSTMENT OF VAULT COVER TO GRADE
The work for this bid item shall include setting all existing vault cover sets to grade within the
area to be surfaced. It shall be the responsibility of the Contractor to locate ail vaults prior to
doing any work and have them dimensioned from two known points.
PAYMENT
The unit price bid per each adjusting vault cover sets to grade shall include all labor, materials,
tools, and equipment, as well as traffic control, and no additional compensation will be made
therefore.
BID ITEM NO. 2.14 - PROJECT STRIPING, MARKINGS, AND PAVEMENT
MARKERS
Striping shall conform to Section 210 and Subsection 310-5.6, the current State of California
Department of Transportation Traffic Manual, and these Special Provisions. The street shall not
be iefr unstriped over any weekend period.
The Contractor shaii complete the traffic striping as shown on the striping plans, only where the
existing conflicting striping has been removed. The Contractor shall perform all layout,
alignment and spotting. The Contractor shall be responsible for the completeness and accuracy
of ail layout alignment and spotting. Traffic striping shaii not vary more than V" in 50' from the
alignment shown on the plans.
PAYMENT
Pajmient for Project Striping and Markings shall be at the contract unit price bid per lump sum,
which shall be full compensation for fumishing all labor, materials, equipment, tools and
incidentals and no additional compensation shall be made therefore.
BID ITEMS NO. 2.15 AND 2.16 - INDUCTIVE LOOP DETECTORS AND GATE
DETECTION LOOPS
The work for this item shall include the installation/replacement of the inductive loop detectors
and gate detection loops shown on the plans, which have been damaged as a result of this work,
in accordance with Section 86 of the Standard Specifications, State of Califomia Department of
Transportation, May 2006 Edition.
DS-17
PAYMENT
Payment for placing a traffic signal loop will be made at the contract unit price for installing
each loop detector and at the lumps sum price for gate detection loops inciuding associated
wiring and splicing to existing lead-in cable in place complete, and shall include ail labor,
material, tools and equipment and no additional compensation shall be made therefore.
BED ITEM NO. 2.17 - TRAFFIC CONTROL
The Contractor shaii provide traffic control plans (prepared and signed by a Registered Traffic
Engineer) to the City for review and approve prior to begirming work. The Contractor shaii
provide and maintain traffic control devices during the construction of the project. Access
driveways and side streets must be maintained at ail times. In addition to those provisions of
Section 7-10 of the Standard Specifications for Public Works Construction (Green Book) dealing
with Public Convenience and Safety, the foliowing requirements are included as contract
specifications:
Ail waming and regulatory signs, lights and devices used for the protection of the public
on the project shall conform to those described in the current issue of the State of
Califomia Manuel of Waming Signs, Lights and Devices for use in Performing Work
Upon Highways as required by Section 21400 of the Califomia Vehicle Code.
BICYCLISTS AND PEDESTRIANS
Provide a safe route around the working area.
PAYMENT
The lump sum price for this item shall include all labor, materials, tools and equipment necessary
to carry out the work as specified and no additional compensation shall be made therefore.
BED ITEM NO. 2.18- CITY NOTIFICATION SIGNS
Prior to two weeks before beginning any work, the contractor shall notify ail residents,
businesses and agencies by an approved written notice detailing streets and limits of work to be
done, parking and access restrictions, and the day, date and the hoins of work, which shaii be
between 8:00 a.m. and 4:00 p.m. on weekdays. Specificalfy the notice shall identify which part
of street is to be closed for work and which part will not.
Prior to 72 hours before beginning any work, the contractor shall again notify all residents,
businesses and agencies by an approved written notice, detailing streets and limits of work to be
done, parking and access restrictions; available aitemate parking, and the day, date and hours of
work. The contractor shall also post all streets 36 hours in advance of work with temporary "No
Parking - Tow Away" signs at 100 foot intervals. These signs shall also state the day of the
week, hours of no parking, and contractor's name and telephone number.
DS-18
These notices shaii be subject to approval of the City at least fourteen days before the start of the
notification process.
No later than X days
before starting work.
Actual Date Requirement
28 Submit Public Notices for City Review
14 First Public Notice
3 Second Public Notice
Start Work
PAYMENT
The lump sum price for this item shall include all labor, materials, tools and equipment necessary
to carry out the work as specified and no additional compensation shall be made therefore.
BID ITEM 2.19- SURVEY AND CONSTRUCTION STAKING
The work for this item shaii consist of ail field survey to locate the work in the field. The
contractor shall ensure that the intent of the design will be met by checking existing construction
elevations for compatibility with the proposed construction. Any discrepancies shall be reported
to the engineer for review.
PAYMENT
The lump sum price for this item shall include ail labor, materials, tools and equipment necessary
to cant' out the work as specified and no additional compensation shall be made therefor.
BID ITEM 2.20- REESTABLISH CENTERLINE TIES AND MONUMENTS
The work for this item shall consist of the reestablishing of center control ties and monuments by
a Registered Civil Engineer or licensed surveyor removed, disturbed or covered during the
course of construction.
PAYMENT
The lump sum price for this item shall include ail labor, materials, tools and equipment necessary
to carry out the work as specified and no additional compensation shall be made therefor.
DS-19
BID ITEM 2.21 - OFF-STREET STORAGE OF EQUIPMENT AND MATERIALS
The work for this item shaii consist of compiying with the modified requirements of Section 7-
10.2, Storage of Equipment and Materials in Public Streets, in the contract Special Provisions.
PAYMENT
The lump sum price for this item shall include ail labor, materials, tools and equipment necessary
to carry out the work as specified and no additional compensation shall be made therefor.
DS-20
Your City DoUars At Work
Pavement RehabiUtation CIP 11108
Proposed Completion - (date) 2011
CITY NOTIFICATION SIGN - For Rancho Vieio Road only
1. Black letters on beige background
2. 5'-0»x3'-0"
3. Single post mounted
DS-21
Pavement Rehabilitation Improvement Plans
3- Alleyways in Capistrano Villas II and III (CIP 07105)
DETAIL TECHNICAL SPECIFICATIONS AND METHOD OF PAYMENT
BID ITEM NO. 3.1 - MOBILIZATION AND DEMOBILIZATION
Mobilization and demobilization shall consist of preparatory work and operations, inciuding, but
not limited to those necessary for the movement of persotmel, equipment, supplies, and
incidentals to the project site; for the establishment of ail offices, buildings, offsite storage and
other facilities necessary for work on the project; and for all other work and operations which
must be performed or costs incurred prior to beginning work on the various contract items on the
project, site.
PAYMENT
Payment for mobilization and demobilization shall be at the contract LUMP SUM price in
accordance with Section 9-3 of the "The Greenbook". The lump sum price for this shall not
exceed 5 percent of the total contract price at the time of award. The lump sum price shall be
considered full compensation for furnishing all labor, materials, tools, equipment, apparatus, and
incidentals for doing all the work required. Payment shall be considered full compensation for
obtaining ail business licenses and permits, as required for the entire project, from ail related
agencies inciuding but not limited to utility companies, private and public agencies. The
compensation shaii include the compliance with the requirements specified in those licenses and
permits; and mcidentals necessary to . perform all related items of work. Payment for
mobilization and demobilization shall be based, on the completion percentage of the entire
project. No additional compensation will be allowed.
BID ITEM NO. 3.2- SLURRY SEAL
Slurry seal will not be performed on the same day as trash pick-up day.
The emulsion-aggregate slurry seal Type I to City Streets shall comply with Sections 302-4 and
203-5 and as amended herein. Hours of work shall be as set forth in Section 306-8.3.3.
Slurry seal work shall start only after completion of the removal and replacement of asphalt
concrete shown on the plans or marked in the field and after completion of the removal of
thermoplastic markings.
In general, work shall be performed in only on-half the roadway at one time. One half shall be
kept open and unobstructed until the opposite side is ready for use to accommodate
neighborhood circulation.
The contractor shaii cooperate with, and cause no disruption to the various parties involved in the
DS-22
delivery of mall and the collection and removal of trash and garbage to maintain existing
schedules for these services.
The areas of streets to be sealed shall be closed from the time the application begins until the
Contractor determines the mixtme has achieved sufficient set to be opened to traffic. Damaged
areas shall be repaired by the contractor at no cost to the City to the satisfaction of the Engineer.
DELETE section 203-5.2, paragraph (1) and SUBSTITUTE the following:
Emulsified asphalt shaii be quick set cationic conforming to the requirements for CQS-lh
of Section 203-1.3, and Section 203-3.2, and to quick set emulsion specifications of
Table 203-5.2(A), when tested according to appropriate ASTM methods. The above
conformance and requirements shaii be met prior to the addition of latex.
The emulsified asphalt shall be tested prior to the addition of latex or polymer
modification_
The emulsified asphalt shall have an additive of latex, to be added at the emulsion plant
per the manufacturer's recommendation, or may be polymer modified.
Latex shall be Ultrapave 65K. (compatible with the emulsified asphalt for this project)
manufactured by Textile Rubber & Chemical Co., Inc. Ridgefieid, Washington, (800)
887-7718 or equal, approved by the Engineer prior to ordering. Latex shall be added to
the emulsified asphalt by the co-miii method at the emulsion plant at a rate of 2'/2 percent
of weight of the emulsified asphalt. Latex mixed in the emulsified asphalt shaii be kept in
a suspended state by an agitating mixer every 3 days.
The Contractor may substitute a cationic quick-set polymer modified asphalt emulsion
for the latex-added emulsified asphalt. The emulsion shall meet the requirements of CQS-
P, consisting of refined asphalt cement modified with StyreneButadine/Styrene (SBS) or
EthyieneiVinyiacetate (EVA) synthetic rubber and dispersed in water to produce a
cationic type quick-setting asphalt emulsion. Acceptance of the polymer modified asphalt
for use shall be subject to the approval of the Engmeer.
Prior to a change in the emulsion the Contractor shall thoroughly clean ail emulsion tanks
and mixing units to prevent any chemical reaction between the two emulsions.
At the time of delivery of each shipment of latex asphalt emulsion, the Contractor shall
deliver to the Engineer certified copies of the test report for the emulsion without latex.
The test report shall indicate the name of the vendor, type and grade of asphalt emulsion
delivered, date and point of delivery, quantity delivered, delivery ticket number, purchase
order number, latex brand, designation and rate mixed with the emulsified asphalt, and
results of the specified tests. The test report shall be signed by an authorized
representative of the vendor, shall certify that the product delivered conforms to the
standard specifications and is compatible with the proposed aggregate.
No material firom the shipment of asphalt emulsion shall be utilized or employed in
performance of the work until the certified test reports and samples of the material have
been furnished to, checked by, and approved by the Engineer to determine their
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conformity with the prescribed requirements. Delays by the Contractor in fumishing the
required test reports will not be grounds for any extension of contract time.
Delete Section 203-5.2, paragraph (2) and substitute the following:
Additives for quick-setting emulsion and the asphalt modifier may be used to accelerate
or retard the break-set of the slurry seal. The use of additives in the slurry mix (or
individual materials) shaii be made initially in quantities predetermined in the mix design
and approved by the Engineer. Field adjustments may be made, if requested.
The slurry will not adhere to or be picked up by the tired of vehicles, bleed, ravel,
separate or show other distress.
The type and amount of additive, asphalt modifier, accelerator, or retardant for quick setting
emulsion slurry seal shall be such that it does not adversely affect either the seal or its
compliance with the above requirements, and shall support traffic within 2 hours after
application.
ADD to Section 203-5.2, paragraph (4) the following:
The Contractor shall schedule and coordinate the delivery of aggregate to the stockpiie(s)
such that (1) deliveries originate at the plant and arrive at the stockpile site no earlier than
7:00 am or later than 4:00 pm on the same calendar day, (2) delivery site and project
name are explicitly stated on each delivery ticket, (3) successive deliveries on the same
calendar day show that cumulative total for that day (4) copies of ail delivery tickets are
delivered to the Engineer before the end of the working day, whereas any delivery tickets
not so delivered may be rejected by the Engineer. Any deviation from this process must
have the prior approval of the Engineer.
ADD to Section 203-5.2 the following:
Mineral fillers, inciuding Portland Cement, hydrated lime, limestone dust, and fly ash, if
required for use in the mix design shall conform to the requirements as ASTM D 242.
MIX DESIGN
DELETE Section 203-5.4, and substitute the following:
At least 15 working days prior to starting placement of slurry seal, the Contractor, at its
expense, shall submit a current signed original of mix designs and the test results of the
slurry components, which include aggregate, emulsion, water, and additive, ail of which
shall be performed in accordance with ASTM D3910. Test results shall include
Consistency Test, Set Time, Cure Time and the Wet Tract Abrasion Test (WTAT). Ail
testing shall be performed with samples that are representative of the actual materials to
be used.
Ail material testing and mix designs shaii be performed by a qualified laboratory,
approved by the Engineer, and capable of performing the applicable ASTM tests.
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The proposed slurry seal mixture shall conform to the requirements specified and shall be
performed with samples that are representative of the actual material to be used.
The laboratory report shall clearly show the proportions of aggregate, filler (minimum
and maximum) water (minimum and maximum), residual percent asphalt based on dry
weight of the aggregate, emulsion percent based on dry weight ofthe aggregate, latex
brand, designation, rate and method of mixing with the emulsion, and additives required
for an optimum slurry seal mix.
The Engineer will determine if the mix design is best suited to its needs, based upon the
test results, inciuding the content of emulsion and water needed to produce a slurry with a
maximum loss of 50 grams per square foot by Wet Track Abrasion Test.
Once the proportions of materials to be used are approved by the Engineer, no
substitution of other material will be petted unless the materials proposed for substitution
are first tested by the same approved laboratory who performed the mix design testing,
and a laboratory report is sulDmitted for the substituted design as specified above.
Substituted materials shall not be sued until the mix design for those materials is
approved by the Engineer.
Adjustments maybe requested during construction, based on field conditions. The
Contractor shaii obtain the Engineer's approval prior to any adjustments.
The Contractor shall allow 14 days prior to the start of work for calibration and for all
required testing at a location to be designed by the Engineer. The Contractor, at its
expense, shall arrange for field samples to be obtained at the time of calibration by the
same approved laboratory who performed the mix design testing.
MIXING AND EQUIPMENT:
ADD to Section 302-4.2.1, the following:
Water, (excluding that water in the emulsified asphalt) within the proportioned mix shall
be from 6 to 11 percent by weight of dry aggregate to ensure proper dispersion of the
emulsified asphalt and proper workability, uniformity, and homogeneous blend, while (1)
avoiding excessive water which would allow separation and settlement ofthe aggregate,
(2) avoiding insufficient water which would result in bailing and coagulation in the
mixer, (3) permitting vehicular traffic as specified herein. The exact rate will be
determined by the Contractor based upon field conditions subject to approval of the
Engmeer.
The mixture of slurry seal shaii not bleed, ravel, separate, or show other signs of distress
foliowing its placement.
DELETE the Section 302-4.2.2 and substitute the foliowing:
The slurry seal mixing equipment shaii be a muitiblade or spiral continuous-flow unit in
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good working condition. Aii unit used on the project shaii have a visual readout display
and have the means to accurately meter the individual quantities of aggregate, water,
emulsion, and additives being fed into the mixer. All feeding mechanisms must be
continuous feed and proportioning must remain constant at aii times.
Calibration for the introduction of emulsion into the mixer shaii include pumping the
emulsion to establish a volumetric consistency within 2.0 percent of the mathematical
average of 3 runs of at least 300 gallons per run. Emulsion pumps shall b e equipped with
an electronic automatic shut-down device which activates and shuts down the belt feeder
when the emulsion level is lowered.
Variable volume pumps shaii be equipped with a lock and shall be locked following
calibration.
Calibration for the introduction of aggregate into the mixer shaii include the delivery of
aggregate with the volumetric consistency that shall not exceed 2.0 percent of the
mathematical average of 3 runs of at least 3 tons.
The belt delivering the aggregate to the pugmiii shaii be equipped with a device to
monitor the depth of the aggregate being delivered to the pugmiii. Said device for
monitoring depth of aggregate shaii automatically shut down the power to the aggregate
belt feeder whenever the depth of aggregate is less than 70 percent of the target depth
flow.
In the event that the metering devices stop working, the slurry units will stop the
application of slurry until they are fixed.
The spreader box shall be equipped with flexible material in contact with the pavement
and shall be maintained so as to prevent loss of slurry. It shaii be adjustable to ensure a
uniform controlled spread and be equipped with a mechanical or hydraulic type
horizontal shifting device.
The slurry shaii be applied at a rate of 1500 to 1700 square feet per extra long ton for
Type I aggregate and at a rate of 1200 to 1400 square feet per extra long ton for Type II
aggregate unless otherwise directed by the Engineer.
PAYMENT
The unit price per square yard for Slurry Seal shaii include full compensation for furnishing aii
labor, materials, tools, equipment and incidentals and for doing all the work involved in the
furnishing and placing the slurry seal complete in place, inciuding cleaning the surface and
protecting the slurry seal until it has set, and cleaning the surface after curing, all as shown on the
plans, as specified in these specifications and as directed by the Engineer, and no additional
compensation shall be made therefor.
DS-26
BID ITEM 3.3 - SAWCUT AND REMOVE EXISTING GUTTER AND REPLACE IN
KIND
The work for this item shah consist of sawcutting, removing and repiacing concrete V gutter to
construct the proposed improvements in accordance with "The Greenbook" Section 300-1.3 and
Section 303-5. Ail concrete gutter removed shall be replaced in-kind and in accordance with the
City Standard Plan No. 305.
Measurement and Payment - "Sawcut and Remove Existing Curb & Gutter and Replace In
Kind" will be paid for at the Contract Unit Price in accordance with Section 9-3 "The
Greenbook". The unit price bid per square foot shaii mclude all labor, material, tools, incidentals
and equipment necessary for doing all the work required as specified and no additional
compensation shall be allowed therefore.
BID ITEM 3.4 & 3.5 - SAWCUT AND REMOVE EXISTING AC PAVEMENT AND
REPLACE IN KIND (INCLUDMG SPEED HUMPS and STRIPING SPEED HUMPS
AND FIRE LANE)
The work for this Item shaii consist of sawcutting and removing existing asphalt pavement
(inciuding base material) and speed humps to construct the proposed improvements where it is
shown on the Contract Plans or is directed by the City's representative in the field and in
accordance with "The Greenbook" Section 300-1.3. Pavement (and speed humps) removed shall
be replaced in-kind hi accordance with the City Standard. Striping of speed humps and fire lane
marker shall be replaced per the Greenbook.
Measurement and Payment - "Sawcut and Remove Existhig AC Pavement and Replace In
Kind" will be paid for at the Contract Unit Price in accordance with Section 9-3 "The
Greenbook". The unit price bid per square foot shall include aii labor, material, backfill,
excavation, tools, incidentals and equipment necessary for doing ail the work required as
specified and no additional compensation shall be made therefore. This item can be reduced at
the discretion of the Engineer.
INCIDENTALS
The followmg items are considered mcidentals to the bid items shown above and will not be paid
for separately. Accordingly, these costs should be prorated to the appropriate bid items.
A. PUBLIC NOTIFICATION
1. The Contractor shaii provide advance notification of construction to occupants of all
affected properties fourteen days in advance of actual start of work.
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2. The Contractor's notification shah be accompiished by the hand deiivering of individuai
letters of notification or door hanger to the occupants of aii affected properties. A
facsimile notification letter shall be submitted for review to the Engineer and Water
Construction Inspector fourteen days prior to its intended use.
Measurement and Payment - Public Notification will not be measured and paid for directly,
but shall be considered as a subsidiary obligation of the Contractor with costs included in the
prices bid for the items to which they apply. Public Notification shall include fumishing aii
labor, materials, tools, transportation, signs, sign support structures, equipment and incidentals
necessary to carry out the work as specified, and no additional compensation shall be made
therefore.
B. DUST CONTROL AND CLEANUP
Dust control and construction cleanup shall conform to Section 7 of "The Creenbook".
Measurement and Payment - Dust Control and Cleanup will not be measured and paid for
directly, but shall be considered as a subsidiary obligation of the Contractor with costs included
in the prices bid for the items to which they apply. Dust Control and Cleanup shaii include
fumishing aii labor, materials, tools, transportation, signs, sign support structures, equipment and
incidentals necessary to carry out the work as specified and no additional compensation shall be
made therefore.
C. TRAFFIC CONTROL AND PUBLIC SAFETY
The contractor shall provide and maintain traffic control and safety devices to ensure public
safety during the entire period of constmetion. All traffic control shall be in accordance with the
Califomia Manual on Uniform Traffic Control Devices (MUTCD). Traffic Control Plans and/or
any proposed changes thereto are subject to the approval of the Engineer prior to implementation
and may be modified, as required while in operation, to the satisfaction of the Engineer.
In addition to those provisions of Section 7-10 of the Standard Specifications for Public Works
Construction (Creen Book) dealing with Public Convenience and Safety, the foliowing
requirements are included as contract specifications:
All waming and regulatory signs, lights, and devices used for the protection of the public
on the project shaii conform to those described in the current issue of the State of
Califomia Manual of Waming Signs, Lights, and Devices for use in performing Work
Upon Highways as required by Section 21400 of the California Vehicle Code.
The contractor shaii have traffic control plans prepared bv a Registered Traffic Engineer
prior to actual start of construction. The plans are subject to approval of the Citv Traffic
Engineer. The work shall also include providing and installing advance notification signs
seven days prior to the start of construction, including any shown on the plans.
No lane closure shall be in place prior to 8:30 a.m. Lane closures shall be removed no
later than the end of the working day by providing plates or other such devices where
trenches still exist.
Measurement and Payment - Traffic Control and Public Safety will not be measured and paid
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for directly, but shall be considered as a subsidiary obligation of the Contractor with costs
included in the price bid for the items to which they apply. Traffic Control and Public Safety
shall include tumishing all labor, materials, tools, transportation, signs, sign support structures,
equipment and incidentals necessary to carry out the work as specified and no additional
compensation shall be made therefore.
D. REMOVAL AND DISPOSAL OF MATERIAL
Removal and disposal of materials shall- include removal and disposal for construction of storm
drain and.sewer system improvements inciuding mainline and lateral pipes, catch basins,
manholes and all other facilities indicated on the plans or as instructed by the City Engineer.
Existing pavement shall be sawcut to the limits set forth by the City of San Juan Capistrano
Standard Plan No. 700. All joins to existing conditions shall be constructed to provide a smooth
transition with the reconstructed pavement, as directed by the City Engineer.
Removal and disposal of materials shall conform to the provisions in Subsection 300-1.3, "Removal
and Disposal of Materials," ofthe Standard Specifications.
The Contractor shall comply with the requirements set forth in Section 7-10.2, "Storage of
Equipment and Materials in Public Streets," of the Standard Specifications for storage of
materials in public streets.
All removed materials shaii become property of the Contractor and shaii be disposed of outside of
the right-of-way in accordance with Section 300-2.2, "Unsuitable Materials," and Section 300-2.6,
"Surplus Material," of the Standard Specifications.
Except as otherwise specificaily authorized by the City, ail seif-propelled equipment used by the
Contractor in excavation, breaking and removal operations for improvement work shall be
equipped with rubber tires.
The Contractor shall take aii necessary measures in order to avoid the nuisance of excessive dust
resulting fi-om the process of breaking, reconstructing and removing any materials on the project
site. Such measures shaii be employed for the duration of the contract work. Refer to Section 7-
8.1 ofthe Standard Specifications.
Measurement and Payment - Full compensation for conforming to the requirements of this
item shaii include all labor, materials, tools and equipment necessary to carry out the work as
specified and may include re-striping within the limits of construction. This work shall be
considered as included in various items of work. No additional compensation will be allowed.
DS-29
APPENDIX I
1- Camino La Ronda and Paseo Rita Plans
IP-Ol