09-0120_M.S. CONSTRUCTION_Contract 0
CONTRACT
This contract is made and entered into by and between the SAN JUAN CAPISTRANO
COMMUNITY REDEVELOPMENT AGENCY, hereinafter referred to as "AGENCY" and
M.S. CONSTRUCTION MANAGEMENT GROUP hereinafter referred to as
"CONTRACTOR."
IT IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS:
FIRST. CONTRACT DOCUMENTS.
The contract documents shall be considered to include 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
AGENCY and the CONTRACTOR. Plans, Specifications and Special Provisions, the
Standard Specifications for Public Works Construction, 2006 Edition, including all
Supplements, Contract Bonds, Resolutions adopted by the AGENCY 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 furnish all tools, labor, material, equipment, transportation,
and supplies necessary to perform and complete in good and workmanlike manner the
construction of LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE II-
10 UNITS IN THE LOS RIOS HISTORIC DISTRICT 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.
AGENCY 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
manner set forth in the Specifications.
FOURTH. COMMENCEMENT AND COMPLETION OF THE WORK.
CONTRACTOR agrees to begin and complete the work within the time specified in the
Notice Inviting Bids. It is agreed that it would be impracticable and extremely difficult to
fix the actual amount of damages, and loss sustained by AGENCY, should
CONTRACTOR fail to complete the work in the specified time; therefore,
CONTRACTOR shall pay AGENCY, as liquidated damages, not in the nature of a
penalty, Two Hundred Fifty Dollars ($250) per calendar day for each day delayed;
provided that extensions of time with waiver of liquidated damages, may be granted as
Page 1 of 4
0
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 AGENCY. 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 full payment of all Labor and Material entering into or
incidental to the work covered by this contract. CONTRACTOR agrees to furnish the
bonds on the forms found within the Specifications.
CONTRACTOR agrees to pay AGENCY such sum as the Court may judge as
reasonable for the legal services of any attorney representing the AGENCY 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 AGENCY. The required Performance, Labor and
Materials Bonds, and Bid Bond shall provide that the surety shall pay attorney's fees
incurred by AGENCY in enforcing this agreement.
SIXTH. GENERAL PREVAILING RATE OF PER DIEM WAGES.
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 liability and property
damage insurance naming the AGENCY 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:
Page 2 of 4
$1,000,000 property damage;
$1,000,000 injury to one person/any one occurrence/ not limited to contractual
period;
$2,000,000 injury to more than one person/any one 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 AGENCY 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 the AGENCY the policy certificate
establishing that the required level of insurance has been satisfied.
CONTRACTOR shall indemnify, defend and save harmless the AGENCY, its officers,
agents, and employees from 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 OTHER PROVISIONS OF LAW RELATIVE TO
PUBLIC CONTRACTS.
AGENCY is subject to the provisions of the Public Contract 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 AGENCY, 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 the provisions of Article
Three, Chapter One, Part Seven, Division 2, of the California Labor Code, except as
permitted by law.
IN WITNESS WHEREOF, this contract is executed by the duly authorized agent(s) of
AGENCY, pursuant to Board of Directors action, and by CONTRACTOR on the date set
before the name of each.
[SIGNATURES ON FOLLOWING PAGE]
Page 3 of 4
SAN JUAN CAPISTRANO COMMUNITY
REDEVELOPMENT AGENCY
DATED:
BY:
THOMAS W. H C AIR N
BY:
IKE SA HAFI, PR I ENT
M.S. CONSTRUCTI N EMENT GROUP
7,2- 1-23 F A, e, hAF
LICENSE NO. AND CLASSIFICATION
A E
MaM Mon n, Cit Cler
PROVED AS TO FORM:
� P
Omar Sandoval, City Attorney
Page 4 of 4
November 7, 2008
Via FAX and U.S. Mail
Addendum No. 3
San Juan Capistrano
Little Hollywood Affordable Housing Project-Phase II
This addendum is issued by approval of the City Economic Development Manager as
authorized below.
Please note this addendum changes the bid opening date. The new bid opening date
and time is set for December 8, 2008, at 2:00 pm at the City Clerks office. In case of
questions, please contact Laura Stokes, Housing/Redevelopment Coordinator, at 949-
443-6313.
A signed copy of this a endum sha accompany the bid.
--
Contra for tfaura Stok on behal of—
Douglas
D. Dumhart
Economic Development Manager
November 26, 2008
Via FAX and Electronic Mall
Addendum No. 4
San Juan Capistrano
Little Hollywood Affordable Housing Project-Phase II
The following clarifications and revisions to the plans and specifications are
promulgatedthrough this addendum:
A. ADDITION OF BID ITEMS DU-17
The bid item DUA 7 has been included to the Little Hollywood Affordable Housing
Project-Phase II Specifications. This inclusion does not change the Little Hollywood
Affordable Housing Project-Phase II Plans, This Inclusion affects the Schedule of Work
Items on page 30-c and the Detailed Specifications, page DS-47.
PAYMENT
The lump sum payments for the supply, installation and construction of the above listed
bid item shall include all labor, materials, tools and equipment and no additional
compensation shall be made therefore.
. UPDATE TO LIGHT FIXTURE DETAIL LANDSCAPING PLANS PGE L-5
The supplier for the light fixture materials, on page L-5 of the Landscaping Plans no
longer carries the fixture necessary for the project. The City has called out a new supplier
and materials as illustrated on the attached drawing. This"inclusion does not change the
Little Hollywood Affordable Housing Project-Phase II Plans. This inclusion may affect the
bid amount for 8-13 on page 18 of the specifications packet.
PAYMENT
The lump sum payment for the supply, installation and construction of the above listed
bid item shall include all labor, materials,tools and equipment and no additional
compensation shall be made therefore.
CQ,ADDITION OF BID ITEMS C-9 AND C40
The bid items C-9 and C-10 have been included to the Little Hollywood Affordable
Housing Project-Phase 11 Specifications. This inclusion.does not change the Little
Hollywood Affordable Housing Project-Phase 11 Plans.'This inclusion affects the
Schedule of Work Items on page 7 and the Detailed Specifications, page DS-3 and DS-
33.
PAYMENT
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s •
The payments for the supply, installation and construction of the above listed bid Item
shall include all labor, materials, tools and equipment and no additional compensation
shall be made therefore.
D.ADDITION OF BID ITEMS ST-10
The bid item ST-10 has been included to the Little Hollywood Affordable Housing
Project-Phase 11 Specifications.This inclusion does not change the Little Hollywood
Affordable Housing Project-Phase 11 Plans. This inclusion affects the Schedule of Work
Items on page 13 and the Detailed Specifications, page DS-13.
PAYMENT
The lump sum payments for the supply, installation and construction of the above listed
bid item shall include all labor, materials, tools and equipment and no additional
compensation shall be made therefore.
A signed co*bid.
the revised Schedule of Work Item shall
accompany ont ctaDouglas &Dumhart
Economic Development Manager
£0"d 90:£I 8007_ 97_ AON 748£-887-W:xe3 33I3j7 S,2RM Ai13 JCS
November 26,2008
Via FAX and Electronic (Nail
Addendum No. 5
San Juan Capistrano
Little Hollywood Affordable Housing Project-Phase II
The following clarifications and revisions to the plans and specifications are
promulgated through this addendum:
A. ADDITION OF BID ITEMS B-23
The bid item B-23 has been included to the Little Hollywood Affordable Housing Project-
Phase II Specifications. This inclusion does not change the Little Hollywood Affordable
Housing Project-Phase 11 Plans. This inclusion affects the Schedule of Work Items on
page 19 and the Detailed Specifications, page DS-22a.
PA NT
The payments for the supply, installation and construction of the above listed bid item
shall include all labor, materials, tools and equipment and no additional compensation
shall be made therefore.
B. ADDITION OF BID ITEMS PG-19 AND PG-2o.
The bid items PG-19 and PG-20 have been included to the Little Hollywood Affordable
Housing Project-Phase. II Specifications. This inclusion does not change the Little
Hollywood Affordable Housing Project-Phase It Plans:This inclusion affects the
Schedule of Work Items on.page 16 and the Detailed Specifications, page DS-17a.
PAYMENT
The payments for the supply, installation and construction of the above listed bid item
shall include all labor, materials,tools and equipment and no additional compensation
shall be made therefore.
A signed copy of this add dum along with the revised Schedule of Work Item shall
accompany the bid. /
tra torr Douglas 15. Dumhart
Economic Development Manager
ZO'd ££:2T 800Z 9Z nON GZ8£-88G-W:xvJ 33IJJO S,219rW1 AIID DCS
November 26, 2008
Via FAX and Electronic Mail
Addendum No. 4
San Juan Capistrano
Little Hollywood Affordable Housing Project-Phase II
The following clarifications and revisions to the plans and specifications are
promulgated through this addendum:
A. ADDITION OF BID ITEMS DU-17
The bid item DUA 7 has been included to the Little Hollywood Affordable Housing
Project-Phase 11 Specifications.This inclusion does not change the Little Hollywood
Affordable Housing Project-Phase 11 Plans. This Inclusion affects the Schedule of Work
items on page 30-c and the Detailed Specifications, page DS-47.
PAYMENT
The lump sum payments for the supply, installation and construction of the above listed
bid item shall include all labor, materials, tools and equipment and no additional
compensation shall be made therefore.
8. UPDATE TO LIGHT FIXTURE DETAIL ON LANDSCAPING PLANS PAGE L-5
The supplier for the light fixture materials, on page L-5 of the Landscaping Plans no
longer carries the fixture necessary for the project.The City has called out a new supplier
and materials as illustrated on the attached drawing. This inclusion does not change the
Little Hollywood Affordable Housing Project-Phase II Plans. This inclusion may affect the
bid amount for 8-13 on page 18 of the specifications packet.
PA MENT
The lump sum payment for the supply, installation and construction of the above listed
bid "Rem shall include all labor, materials, tools and equipment and no additional
compensation shall be made therefore.
C. ADDITION OF BID ITEMS C4 AND C-10
The bid items C-9 and C-10 have been included to the Little Hollywood Affordable '
Housing Project-Phase II Specifications.This inclusion.does not change the Little
Hollywood Affordable Housing Project-Phase 11 Plans.'This inclusion affects the
Schedule of Work Items on page 7 and the Detailed Specifications, page DS-3 and DS-
3a.
PAYMENT
ZO'd 90:£T 800E 9Z AON VL8£-88G-6D6:xRJ 37Iii0 S,*" Ail) JCS
C tra or Douglas 15. Dumhart
Economic Development Manager
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0 0
Bid Opening Report
Bids Opened December 8, 2008 at 2:00 p.m.
Project Title Little Hollywood Affordable Housing Project
Project Manager Laura Stokes Pre Bid Estimate $1,175,307.29
Bidder Bid Amount Bid Bond/Addenda?
1 2 3 4 5
1 Stronghold Engeneering, Inc . $ 2 3-5-7 / -Z P / �
2. MS Construction Mngt . Group so? 07 253,33 (4t) / I I x, I u x
3 C. S . Legacy Construction $
(D34. GCI Construction, Inc . 09 q-"T / X >q A
C"��
5. ATLAS-ALLIED, Inc . $ �j95'i v .5-OW5 l1xxxix )/ I
$
6. /
7. /
8. /
9. $ /
10. $ /
11. $ /
12. $ /
Sign Date /Z 11sk-z
cc: City Clerk Staff(3)
Project Department(3)
The above bid amounts have not been checked. The bid totals are subject to correction after the bids have been
completely reviewed.
Public Works Contract Compliance
2120 Auto Centre Drive • Glendora, California 91740
Telephone: (909) 305-2067 • Fax: (909) 305-2040
December 11, 2008
Attention: City Clerk
City of San Juan Capistrano -City Mgrs Office
32400 Paseo Adelanto
San Juan Capistrano, CA 92675-3603 z
Re: Little Hollywood Affordable Housing Ph II (10 Units) sy r f71
Ramos &Mission Street C')- — n
San Juan Capistrano, CA 92675 vm
0TCn M
y� <
Dear City Clerk: D x M
LZ O
With regards to the prevailing wage law compliance,this office acts to ensure that dfRheet r tal workers
are paid the determined wage as set forth by the Department of Industrial Relations. The purpose of these
laws is to see that the competitive nature of the construction industry does not allow a contractor to use
their workers' wages as a means to lower their bid and obtain publicly funded jobs.
This office monitors all public works projects involving trades of the sheet metal workers. If and when
these laws are disregarded or fraudulently documented, it is our intention to file the appropriate charges
with the Division of Labor Standards Enforcement.
This office has not and will not use this monitoring process as a means of harassment or intimidation
towards any sheet metal contractor. Our purpose is to see that the laws are strictly adhered to so that the
public, who is ultimately paying for these services, receives the best sheet metal work possible in a
competitive market,while the sheet metal worker receives the state determined wage for his efforts.
I will keep you apprised of any inconsistencies that may arise. Your continued assistance is appreciated.
Sincerely,
44WP1r--
Jesse Ayala
Contract Compliance Manager
cc:
File
Ir-In/opeiu 537/afl-cio-cic
Reference: BAI -08820656 Z� S 1 O �w�
ll sus
PREPARED BY: ADAMS STREETER CIVIL ENGINEERING, INC
October 16, 2008
J.N. 06-1606
ADAMS '
CIVIL ENGINEERSEERS INC.M[.
ENGINEERS OPINION OF PROBABLE COST
FOR
THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT
PHASE II—10 UNITS
LOS RIOS HISTORIC DISTRICT
PROJECT SUMMARY
Category Total Amount
MOBILIZATION, ROUGH GRADING, AND $15,000.00
EROSION CONTROL
SEWER IMPROVEMENTS $78,120.00
WATER IMPROVEMENTS $64,585.00
STREET IMPROVEMENTS $25,051.50
BUILDING IMPROVEMENTS $779,994.00
PRECISE GRADING $53,020.00
DOMESTIC IRRIGATION $52,592.00
RECYCLED IRRIGATION $59,493.50
LANDSCAPE $62,451.29
GRAND TOTAL $1,175,307.29
SAN JUAN CAPISTRANO COMMUNITY REDEVELOPMENT AGENCY
SAN JUAN CAPISTRANO, CALIFORNIA
COUNTY OF ORANGE
1L7�'V
vIPNIISIIi ��� O
�9C1 FOK
SPECIFICATIONS AND CONTRACT DOCUMENTS
FOR
THE LITTLE HOLLYWOOD
AFFORDABLE HOUSING PROJECT
PHASE II - 10 UNITS
LOS RIOS HISTORIC DISTRICT
August 19, 2008
Members of the Board of Directors
MARK NIELSEN, CHAIRMAN
SAM ALLEVATO JOE SOTO
THOMAS HRIBAR DR. LONDRES USO
Executive Director
Dave Adams
City Project Manager
Douglas D. Dumhart, Redevelopment Manager
Approved for Bidding
Nasser Abbaszadeh, City Engineer RCE NO. 39370 DATE
SPECIFICATIONS AND CONTRACT DOCUMENTS
THE LITTLE HOLLYWOOD AFFORDABLE HOUSING
PROJECT PHASE II - 10 UNITS
PROJECT CONSULTANTS REGISTRATION STAMPS AND SIGNATURE
CIVIL ENGINEER
ADAMS-STREETER CIVIL ENGINEERS
15 Corporate Park
Irvine, CA 92606
(949) 474-2330
By:
Jarrod M. Egley License No. & Exp. Date Affix Seal
LANDSCAPE ARCHITECT
LAND CONCERN
1750 East Deere Avenue
Santa Ana, CA 92705
(949) 250-4822
By:
Mike Imlay License No. & Exp. Date Affix Seal
DRY UTILITIES
ADVANCED UTILITY DESIGN
27281 Las Ramblas, Suite 130
Mission Viejo, CA 92691
(949) 582-2755
By:
John J. Voris License No. & Exp. Date Affix Seal
TABLE OF CONTENTS
ITEM: PAGE #
CONTRACT DOCUMENTS
NoticeInviting Bids.........................................................................................................................l
BidProposal ....................................................................................................................................3
Scheduleof Work Items..................................................................................................................6
Non-Collusion Affidavit................................................................................................................31
Designation of Sub-Contractors ....................................................................................................32
Instructionsto Bidders...................................................................................................................33
BidBond........................................................................................................................................38
PerformanceBond.........................................................................................................................40
Labor& Material Bond..................................................................................................................42
GENERAL PROJECT SPECIFICATIONS
Section 1 Scope of Work.........................................................................44
Section 2 Plans and Specifications.............................................................44
Section Location of Work.....................................................................45
Section 4 Time for Completion.................................................................45
Section 5 Hours of Work........................................................................46
Section 6 Notification............................................................................46
Section 7 Emergency Information...............................................................48
Section Community Notice....................................................................47
Section 9 Contract Drawings....................................................................50
Section 10 Standard Specifications...............................................................50
Section 11 Excavation Notice.....................................................................51
Section 12 Record and As-Built Drawings.....................................................52
Section 13 Test of Materials.....................................................................52
Section 14 Certification...........................................................................52
Section 15 Protection and Restoration of Existing Improvements ........................53
Section 16 Public Convenience and Safety...................................................54
Section 17 Storage of Equipment and Materials In Public Streets ........................55
Section 18 Street Closures,Detours,Barricades .............................................56
Section 19 Examination of Contract Documents .............................................56
CONTRACT:
Contract .........................................................................................................................................57
SPECIAL PROVISIONS:
Section 1 Standard Specifications .............................................................................61
Section 2 Termination of Contract ............................................................................61
Section 3 Laws to be Observed .................................................................................62
Section 4 Facilities for City Personnel ......................................................................62
Section 5 Survey Services .........................................................................................62
Section 6 Terms Defined...........................................................................................62
Section 7 Flow and Acceptance of Water..................................................................63
Section8 Water................................................................................63
Section 9 Insurance and Overhead Costs...................................................................63
Section 10 Protection of Existing Utilities..................................................................64
Section 11 Protection of Private Property..................... .......................................64
Section 12 Protection of Existing Trees..... ................................................................64
Section 13 Protection of Los Rios Street....................................................................65
Section 14 Construction Zone....................................................................................65
Section 15 Pre-Construction Coordination Meeting...................... ....................65
Section 16 Construction Schedule.........................................................................66
Section 17 National Pollutant Discharge Elimination System ..............................66
Section 18 Preservation of Survey Monuments ....................................................70
Section 19 Monumentation Identification ...................... ......................................70
Section 20 Construction Signs ..............................................................................71
Section 21 Construction Noise Levels ..................................................................71
DETAIL SPECIFICATIONS AND METHOD OF PAYMENT
Mobilization, Rough Grading& Erosion Control
Bid Item CA —Project Survey
Bid Item C-2—Reestablish Centerline Ties and Monuments
Bid Item C-3 —Mobilization
Bid Item C-4—Clear and Grub
Bid Item C-5 —Remove Existing Headwall and Trash Rack
Bid Item C-6—Construct Desilting Basin
Bid Item C-7 —Construct Concrete Collar
Bid Item C-8 —Provide on-site BMPs and Erosion Control for the duration of the
construction
Sewer Improvements:
Bid Item S-1 —Furnish and Install 15" PVC SDR-35 Sewer Line with Pipe Bedding
Bid Item S-2 —Furnish and Install 8" PVC SDR-35 Sewer Line with Pipe Bedding
Bid Item S-3 —Furnish and Install 6" PVC SDR-35 Sewer Line with Pipe Bedding
Bid Item S-4—Furnish and Install 4" PVC SDR-35 Sewer Lateral
Bid Item S-5 —Construct 48" Sewer Manhole
Bid Item S-6—Construct Sewer Clean-out
Bid Item S-7 —Break into Existing Sewer Manhole and Connect PVC Sewer Pipe
Bid Item S-8 —Furnish and Install 4"x 6" PVC Reducer
Bid Item S-9—Abandon Existing Sewer Line
Bid Item 5-10—Abandon Existing Sewer Manhole to grade.
Bid Item 5-11 —Adjust to Grade Existing Sewer Manhole.
Bid Item S-12—Sewer By-Pass Pumping.
Water Improvements:
Bid Item W-1 —Furnish and Install Bullard.
Bid Item W-2 —Trench, Backfill, and Resurface Street.
Bid Item W-3 —Furnish and Install 8" PVC C-900 CL-200 Water Main.
Bid Item W-4—Construct Thrust Block.
Bid Item W-5 —Construct 45°, 22.5°, or 11.25° Bend.
Bid Item W-6—Furnish and Install Air& Vacuum Relief Valve Assembly.
Bid Item W-7—Construct Hot Tap Connection.
Bid Item W-8 —Furnish and Install 2.5° High Deflection Coupling.
Bid Item W-9—Furnish and Install Fire Hydrant Assembly.
Bid Item W-10—Furnish and Install 8" Gate Valve and Valve Box Assembly.
Bid Item W-11 —Furnish and Install 1" Domestic Water Service with 1"Meter& Box.
Street Improvements
Bid Item ST-1 — Sawcut and Remove Existing A.C. Pavement.
Bid Item ST-2 — Sawcut and Remove Existing Concrete Driveway.
Bid Item ST-3 —Construct 4" A.C. street paving.
Bid Item ST-4—Construct 5"A.B. for street paving.
Bid Item ST-5 —Furnish and Install Precast Concrete Wheelstop.
Bid Item ST-6—Paint 4" White Strip.
Bid Item ST-7—Construct 5" Concrete Driveway with No. 3 bars @ 24" O.C.
Bid Item ST-8 —Furnish and Install NDS Dura Channel Drain and Grate.
Bid Item ST-9—Remove Existing Speed Bump and reconstruct at different location.
Precise Grading
Bid Item PG-1 —Construct 4" A.C. driveway paving.
Bid Item PG-2 —Construct 5"A.B. for driveway paving.
Bid Item PG-3 —Construct Dry Well.
Bid Item PG-4—Furnish and Install EcoRain Systems Raintanks.
Bid Item PG-5 —Furnish and Install 36" RCP.
Bid Item PG-6—Construct 10' Wide Dirt Equestrian Trail.
Bid Item PG-7—Construct 4" Perforated PVC Pipe Bioretention Swale Subdrain.
Bid Item PG-8 —Construct Headwall, Pipe Inlet, and Concrete Pad.
Bid Item PG-9—Install Trash Rack.
Bid Item PG-10—Furnish and Install 12" Atrium Grate.
Bid Item PG-11 —Construct Junction Structure with Pressure Manhole Shaft.
Bid Item PG-12—Furnish and Install 4" Perforated PVC Subdrain Pipe.
Bid Item PG-13 —Furnish and Install 4" PVC Drain Pipe.
Bid Item PG-14—Furnish and Install 6" PVC Drain Pipe.
Bid Item PG-15 —Furnish and Install 8"PVC Drain Pipe.
Bid Item PG-16—Furnish and Install 10" PVC Drain Pipe.
Bid Item PG-17—Furnish and Install Bollard.
Building
Bid Item B-I—Construct raised concrete foundations for all 7-NC-01 Silvercrest MFD.
homes.
Bid Item B-2—Construct raised concrete foundations for all 3-NC-11047 Silvercrest MFD.
homes.
Bid Item B-3 —Furnish and Install on foundations 7-NC-01 Silvercrest MFD. homes.
Bid Item B-4—Furnish and Install on foundations 3-NC-11047 Silvercrest MFD. homes.
Bid Item B-5 —Construct covered front.porches,decks,railings and ramps.
Bid Item B-6—Construct carports with storage cabinets.
Bid Item B-7—Furnish and Install concrete wheel stops in carports.
Bid Item B-8 —Construct concrete pads for picnic tables.
Bid Item B-9 — Supply and install two 8' long picnic tables.
Bid Item B-10—Supply and install two trash receptacles.
Bid Item B-I 1 — Supply and install dog valet pet waste station.
Bid Item B-12—Construct concrete and stone entry pilasters.
Bid Item B-13 —Fabricate and Install One Street Light.
Bid Item B-14— Construct Concrete pad and footing for mail box and pedestal.
Bid Item B-15 —Furnish and Install 12 unit, Type 11, Cluster Mail Box on Pedestal.
Bid Item B-16—Construct Concrete and Stone Bridge.
Bid Item B-17—Construct Concrete Sidewalks with raised stoops at all homes.
Bid Item B-18—Construct 4' High Wood Fence Enclosures at all homes
Bid Item B-19—Construct Equestrian Fence
Domestic Water Irrigation Equipment
Bid Item DI-I —Furnish and install point of connection to 1'/2"water meter.
Bid Item DI-2 —Furnish and install 2" Brass Gate valves.
Bid Item DI-3 —Furnish and install 1'/z"reduced pressure principle backflow preventer.
Bid Item DI-4—Furnish and install backflow enclosure.
Bid Item DI-5 —Furnish and install booster pump with electrical connection.
Bid Item DI-6—Furnish and install 2"plastic pressure reducing master valve.
Bid Item DI-7—Furnish and install 11/4'plastic flow sensor.
Bid Item DI-8 —Furnish and install 3/4' brass quick couplers.
Bid Item DI-9—Furnish and install I" automatic control valves.
Bid Item DI-10—Furnish and install 1'/�" automatic control valves.
Bid Item DI-11 —Furnish and install 120/240 VAC power meter.
Bid Item DI-12—Furnish and install automatic irrigation control timer.
Bid Item DI-13 —Furnish and install connector from meter to timer.
Bid Item DI-14—Furnish and install 2"mainline and fittings.
Bid Item DI-15 —Furnish and install buried non-pressure laterals and fittings.
Bid Item DI-16—Furnish and install #14 AWG irrigation control wire.
Bid Item DI-17—Furnish and install Rainbird 1812 pop up spray heads.
Bid Item DI-18 —Furnish and install Rainbird 1804 pop up strip bubblers.
Bid Item DI-19—Furnish and install Rainbird 1804 SAM PRS 4"pop up bubbler heads with
PCS screens.
Bid Item DI-20—Furnish and install Rainbird 1812 SAM PRS 12"pop up spray heads with
Rotary nozzles.
Bid Item DI-21 — Furnish and install Rainbird 1806 SAM PRS NP 6" pop up spray heads
with 5H-B bubblers with PCS screens.
Bid Item DI-22—Furnish and install 2" Schedule 40 PVC sleeving.
Bid Item DI-23 —Furnish and install 3" Schedule 40 PVC sleeving.
Bid Item DI-24—Furnish and install 4" Schedule 40 PVC sleeving.
Future Recycled Water Irrigation Equipment
Bid Item RI-I —Furnish and install point of connection to existing 1-1/2" water meter.
Bid Item RI-2—Furnish and install 2" Brass Gate valves.
Bid Item RI-3 —Furnish and install Reduce pressure principle backflow preventer.
Bid Item RI-4—Furnish and install vandal resistant backflow enclosure.
Bid Item RI-5 — Furnish and install 1'/4" Schedule 80 PVC basket strainer with 80 mesh
stainless steel screen.
Bid Item RI-6—Furnish and install booster pump with electrical connection.
Bid Item RI-7 —Furnish and install 2" plastic pressure reducing master valve with purple
knobs.
Bid Item RI-8—Furnish and install 1'/4"plastic flow sensor:
Bid Item RI-9 —Furnish and install 1/4"brass quick couplers.
Bid Item RI-10 —Furnish and install 1"plastic automatic control valves.
Bid Item RI-11 —Furnish and install 1'/2" automatic control valves with purple valves.
Bid Item RI-12—Furnish and install 120/240 VAC power meter.
Bid Item RI-13 —Furnish and install automatic irrigation control timer.
Bid Item RI-14 —Furnish and install connector from meter to timer.
Bid Item RI-15 —Furnish and install purple Schedule 40 2" PVC mainline and fittings.
Bid Item RI-16—Furnish and install purple Schedule 40 non-pressure laterals and fittings.
Bid Item RI-17 — Furnish and install purple Schedule 40 UVR PVC non pressure lateral
piping and fittings on grade.
Bid Item RI-18 —Furnish and install #14 AWG irrigation control wire.
Bid Item RI-19—Furnish and install Rainbird 1812 SAM PRS NP 12"pop up spray heads
with MPR nozzles.
Bid Item RI-20 —Furnish and install Rainbird PR8S PRS spray heads on riser with check
valve and MPR nozzles.
Bid Item RI-21 —Furnish and install Rainbird 1804 SAM PRS 4"pop up bubbler heads with
PCS screens.
Bid Item RI-22—Furnish and install Rainbird 1812 SAM PRS 12"pop up spray heads with
Rotary nozzles.
Bid Item RI-23 —Furnish and install Rainbird 5012 PL-R-SAM NP 12"pop up spray heads
with MPR nozzles.
Bid Item RI-24 — Furnish and install Rainbird PR8S PRS spray heads on riser with check
valve and rotary nozzles.
Bid Item RI-25—Furnish and install Rainbird 5000 S-PL-R Rotor heads on riser with check
valve and MPR nozzles.
Bid Item RI-26— Furnish and install Rainbird 1806 SAM PRS NP 6" pop up spray heads
with 51-1-13 bubblers with PCS screens.
Bid Item RI-27—Furnish and install 2" Schedule 40 PVC sleeving
Bid Item RI-28—Furnish and install 4" Schedule 40 PVC sleeving.
Bid Item RI-29—Furnish and install recycled water signs.
Landscape
Bid Item L-1 - Remove existing Willow and Eucalyptus trees.
Bid Item L-2 —Prune existing cluster of Pepper trees.
Bid Item L-3 —Soil Prep and fine grade all planting areas.
Bid Item L-4—Weed Abatement in all landscape areas.
Bid Item L-5 — Supply and Install 15 gallon trees.
Bid Item L-6—Supply and Install 24"box trees stakes and ties.
Bid Item L-7—Hydroseed Bioswale Seed Mix.
Bid Item L-8 —Hydroseed Meadow Seed Mix.
Bid Item L-9—Hydroseed Low Growing Native Seed Mix.
Bid Item L-10—Furnish and Install a 2" layer of Bark Mulch.
Bid Item L-11 —Furnish and Install 1 gallon Shrubs.
Bid Item L-12—Furnish and Install 5 gallon Shrubs
Bid Item L-13 —Allowance for 90 days of landscape maintenance.
Bid Item L-14—Furnish and Install 12"-18" Boulders.
Bid Item L-15 —Furnish and Install 57 9"-12" Cobbles.
Bid Item L-16—Furnish and Install 123 6"-9" Cobbles.
Bid Item L-17—Construct 6" concrete Mow Curbs on both sides of DG Path.
Bid Item L-18 —Construct and install 3"thick colored, stabilized DG Path.
Bid Item L-19—Fabricate and install wood path lights.
Bid Item L-20—Construct concrete steps in sidewalks per grading plan.
Alternate Bid Items
Bid Item A-1 —Cut into Existing Steel Casing and Sewer Line
Bid Item A-2—Allowance for Additional 24" box Trees.
Bid Item A-3 —Allowance for Additional 5 gallon Shrubs.
Bid Item A-4—Allowance for Additional 1 gallon Shrubs
APPENDICES:
Appendix A ...................................................................................Site Plan& Limit of Work
Appendix B ....................................................................Soils Report
Appendix C ...................................................................BMP Handbook
THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT
PHASE I1— 10 UNITS
LOS RIOS HISTORIC DISTRICT
NOTICE INVITING BIDS
Public notice is hereby given that the San Juan Capistrano Community Redevelopment Agency will,
Lip to o 2 p.m., on the 17`s day of November 2008, receive sealed proposals or bids for the
IMPROVEMENT PLANS FOR THE LITTLE HOLLYWOOD AFFORDABLE HOUSING
PROJECT, PHASE II — 10 UNITS, LOS RIOS HISTORIC DISTRICT in accordance with the
approved Plans,Specifications, Special Provisions,and the Standard Specification for Public Works
Construction 2006 Edition, including all supplements therefore, on file in the office of the City
Clerk of the City of San Juan Capistrano, California. Bids will be received until the time
hereinbefore stated at the City Clerk's Office, San Juan Capistrano City Hall,32400 Paseo Adelanto,
San Juan Capistrano, California.
No bid will be received unless it is made on a proposal provided within these specifications. Any
person desiring to submit a bid proposal in response to this bid package must first purchase the bid
package. Each proposal or bid must be accompanied by a certified check, cash, cashier's check, or
bidder's bond payable to the San Juan Capistrano Community Redevelopment Agency in the sum of
not less than ten percent of the total bid amount.
The bid check, cashier's check or bidder's bond of the successful bidder will be forfeited to the San
Juan Capistrano Community Redevelopment Agency in the event such successful bidder fails to
enter into the required contract within 15 days after the written notice that said contract has been
awarded to him for the work.
A pre-bid conference is scheduled at 1 p.m. on the 28th day of October, 2008, in the City Council
Chambers. The contractor shall have the opportunity for clarification or interpretation of any point
or points of question within the plans and contract documents or specifications. It is the contractor's
responsibility to be in attendance at this conference to receive any information disclosed during the
proceedings,for the City of San Juan Capistrano shall not disseminate any records of the conference.
Exclusive of written addenda and this pre-bid conference, the San Juan Capistrano Community
Redevelopment Agency shall not be responsible for any instructions,explanations,or interpretation
of the plans, specifications, and contract documents presented to the bidders in any manner.
The successful bidder, simultaneously with the execution of the contract,will be required to furnish a
Faithful Performance Bond equal in the amount of one-hundred percent(100%)of the contract price.
The surety bond company must be selected from among the surety companies set forth in the
Standard Specifications.
The Board of Directors reserves the right to reject any and all bids received and to compare the
1
relative merits of the respective bids and to choose that, which in the opinion of the San Juan
Capistrano Community Redevelopment Agency,will best serve the interests or needs of the City of
San Juan Capistrano.
A time limit of two hundred forty (240) calendar days has been set for the completion of the work,
from the date of the Notice to Proceed.
BIDDERS ARE HEREBY NOTIFIED THAT,pursuant to the Labor Code of the State of California,
copies of the prevailing rate of ger diem wages, as determined by the Director of the State
Department of Industrial Relations, are on file in the office of the City Clerk and shall be made
available to any interested party on request.
Copies of plans and specifications are on file in the office of the City Clerk of San Juan Capistrano,
32400 Paseo Adelanto, San Juan Capistrano, California. Copies of the plans and specifications for
use in preparing bids may be obtained at the Office of the City Clerk, San Juan Capistrano, at the
address shown above. One set of plans and specifications is available for each general contractor
proposing to submit a bid for said work. A charge in the amount of$90,non-refundable,is required
for obtaining each set of plans and specifications. There will be a $10 charge for postage and
handling on all plans and specifications mailed.
Each bidder shall state the California Contractor's License Number and Classification of such bidder
so bidding, as no bid will be accepted from a Contractor who has not been licensed in accordance
with the provisions of the laws of the State of California relating to the licensing of Contractors.
This Notice is hereby given and published by order of the Board of Directors of the City of San Juan
Capistrano Community Redevelopment Agency and is dated the 25`h day of September, 2008.
Before contacting City staff,please check the City of San Juan Capistrano's website for information
regarding any questions.
hlW://www.sanivanc!ipistrano.or
If you are unable to find an answer on the website please contact Margaret R. Monahan.
CITY CLERK
CITY OF SAN JUAN CAPISTRANO
ORANGE COUNTY, CALIFORNIA
2
BID PROPOSAL
For the: THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT
PHASE II— 10 UNITS
LOS RIOS HISTORIC DISTRICT
From:
Contractor, License No. & Classification
To the Members of the Board of Directors
San Juan Capistrano Community Redevelopment Agency
Gentlemen:
The undersigned, as bidder, declares that he has carefully examined the location of the proposed
work as described, examined the Plans, Specifications, Special Provisions, and the Standard
Specifications for Public Works Construction, 2006 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:
Words Figures
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 manner 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 San Juan
Capistrano Community Redevelopment Agency 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 two hundred forty(240)calendar days, and ninety(90)calendar days thereafter for
the landscape maintenance. 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
3
comparison of bids. It is understood that the San Juan Capistrano Community Redevelopment
Agency 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 San Juan Capistrano Community Redevelopment Agency 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 Board of Directors,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 San Juan
Capistrano Community Redevelopment Agency 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.
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
Signature of Bidder:
4
(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 has thoroughly checked the figures set forth in this
proposal,that they are correct to the best of his knowledge and that they constitute his proposal for
the work called out herein.
Dated:
Signature of Bidder
Dated:
Telephone Number
5
SCHEDULE OF WORK ITEMS
THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT
PHASE II— 10 UNITS
LOS RIOS HISTORIC DISTRICT
MOBILIZATION. ROUGH GRADING. & EROSION CONTROL
Item Approx. Work Items With Unit Price Unit Price Total Amount
uanti
(Written in Words) (In Figures)
C-1 1 L.S. Project Survey for the lump sum price of $ $
dollars.
C-2 I L.S. Establish Centerline Ties and Monuments $ $
for the lump sum price of
dollars.
C-3 1 L.S. Mobilization for the lump sum price of $ $
dollars.
C-4 1 L.S. Clear and Grub for the lump sum price of $ $
dollars.
C-5 1 L.S. Remove and Dispose of Existing Headwall $ $
and Trash Rack for the lump sum of
dollars.
C-6 1 L.S. Construct Desilting Basin for the lump sum $ $
of dollars.
C-7 1 EA. Construct Concrete Collar for the unit price $ $
of
dollars per each.
6
C-8 1 L.S. Provide On-Site BMPs and Erosion Control $ $
for the duration of the construction(Rough
Grade &Precise Grade) per the Erosion
Control Plans for the lump sum of
dollars.
MOBILIZATION, ROUGH GRADING, BMP SUB-TOTAL $
SEWER IMPROVEMENTS
Item Approx. Work Items With Unit Price Unit Price Total Amount
uanti
(Written in Words) (In Figures)
S-1 62 L.F. Furnish and Install 15" PVC SDR-35 Sewer $ $
Line with Pipe Bedding for the unit price of
dollars per linear foot.
S-2 295 L.F. Furnish and Install 8"PVC SDR-35 Sewer $ $
Line with Pipe Bedding for the unit price of
dollars per linear foot.
S-3 165 L.F. Furnish and Install 6" PVC SDR-35 Sewer $ $
Line with Pipe Bedding for the unit price of
dollars per linear foot.
S-4 283 L.F. Furnish and Install 4" PVC SDR-35 Sewer $ $
Lateral for the unit price of
dollars per linear foot.
S-5 3 EA. Construct 48" Sewer Manhole for the unit $ $
price of
dollars per each.
S-6 15 EA. Construct Sewer Clean-out for the unit price $ $
of
dollars per each.
S-7 3 EA. Break into Existing Sewer Manhole and $ $
Connect PVC Sewer Pipe Modifying
Manhole Bottom as Required for the unit
price of
dollars per each.
S-8 1 EA. Furnish and Install 4"x6" Reducer for the $ $
unit price of
dollars per each.
8
S-9 273 L.F. Abandon and Remove Existing Sewer Line $ $
for the unit price of
dollars per linear foot.
5-10 2 EA. Abandon and Remove Existing Sewer $ $
Manhole for the unit price of
dollars per each.
5-11 4 EA. Adjust to Grade Existing Sewer Manhole for $ $
the unit price of
dollars per each.
S-12 1 LS Supply and implement sewer by-pass $ $
pumping for the lump sum of
dollars.
SEWER IMPROVEMENTS SUB-TOTAL $
9
WATER IMPROVEMENTS
Item Approx. Work Items With Unit Price Unit Price Total Amount
uantit
(Written in Words) (In Fi ig Cres)
W-1 11 EA. Furnish and Install Bollard for the unit price $ $
of
dollars per each.
W-2 29 L.F. Trench, Backfill, and Resurface Street for $ $
the unit price of
dollars per linear foot.
W-3 719 L.F. Construct 8" PVC C-900 CL-200 Water $ $
Main for the unit price of
dollars per linear foot.
W-4 15 EA. Construct Thrust Block for the unit price of $ $
dollars per each.
W-5 13 EA. Construct 45°, 22.5°, 11.25° Bend for the $ $
unit price of
dollars per each.
W-6 I EA. Construct Air & Vacuum Relief Valve for $ $
the unit price of
dollars per each.
W-7 2 EA. Construct Hot Tap Connection for the unit $ $
price of
dollars per each.
W-8 4 EA. Furnish and Install 2.5° High Deflection $ $
Coupling (HD)for the unit price of
dollars per each.
10
W-9 2 EA. Construct Fire Hydrant Assembly for the $ $
unit price of
dollars per each.
W-10 5 EA. Construct 8" Gate Valve and Valve Box $ $
Assembly for the unit price of
dollars per each.
W-11 10 EA. Construct 1"Domestic Water Service with $ $
1" Meter& Box for the unit price of
dollars per each.
WATERIMPROVEMENTS SUB-TOTAL $
11
STREET IMPROVEMENTS
Item Approx. Work Items With Unit Price Unit Price Total Amount
uanti
(Written in Words) (In Fiaures)
ST-1 708 S.F. Sawcut and Remove Existing A.C. Pavement $ $
for the unit price of
dollars per square foot.
ST-2 297 S.F. Sawcut and Remove Existing Concrete $ $
Driveway for the unit price of
dollars per square foot.
ST-3 325 Tons. Construct 4" A.0 street paving. Actual R $ $
Value to be confirmed onsite and verified by
soils engineer for the unit price of
dollars per ton.
ST-4 207 CY. Construct 5"A.B. for street paving. Actual $ $
R Value to be confirmed onsite and verified
by soils engineer for the unit price of
dollars per
cubic yard.
ST-5 10 EA. Install Precast Concrete Wheelstop for the $ $
unit price of
dollars per each.
ST-6 115 L.F. Paint 4" White Strip for the unit price of $ $
dollars per linear foot.
ST-7 241 S.F. Construct 5" Concrete Driveway with No. 3 $ $
Bars @ 24" O.C. for the unit price of
dollars per square foot.
12
ST-8 22 L.F. Install NDS Dura Channel Drain Part No. $ $
600 with DS-221 Grate for the unit price
dollars per linear foot.
ST-9 1 L.S. Remove Existing Speed Bump and Construct $ $
Speed Bump of Equal Dimensions on Ramos
Street Immediately East of"A" Street
Intersection for the lump sum price of
dollars.
STREET IMPROVEMENTS SUB-TOTAL $
13
PRECISE GRADING
Item Approx. Work Items With Unit Price Unit Price Total Amount
uanti
(Written in Words) (In Fieures)
PG-1 65,TON Construct 4"A.C. driveway paving. Actual $ $
R value to be Confirmed Onsite and Verified
by the Soils Engineer for the unit price of
dollars per
ton.
PG-2 42 CY Construct 5" A.B. for driveway paving. $ $
Actual R Value to be Confirmed Onsite and
Verified by the Soils Engineer for the unit
price of
dollars per cubic yard.
PG-3 1 L.S. Construct Dry Well for the lump sum of $ $
dollars.
PG-4 I L.S. Furnish and install EcoRain Systems $ $
Raintanks for the lump sum of
dollars.
PG-5 12 L.F. Furnish and install 36" RCP for the unit $ $
price of
dollars per linear foot.
PG-6 462 L.F. Construct 10' Wide Dirt Equestrian Trail for $ $
the unit price of dollar
per linear foot.
PG-7 521 L.F. Furnish and install 4" Perforated PVC Pipe $ $
Bioretention Swale Subdrain for the unit
price of
dollars per linear foot.
14
PG-8 1 L.S. Construct Headwall, Pipe Inlet, and Concrete $ $
Pad for the lump sum of
dollars.
PG-9 1 EA. Furnish and install Trash Rack for the unit $ $
price of
dollars per each.
PG-10 5 EA. Furnish and install 12"Atrium Grate (NDS $ $
1280) for the unit price of
dollars per
each.
PG-11 1 EA. Construct Junction Structure with Pressure $ $
Manhole Shaft and Pressure Plate Detail
without Reducer for the unit price of
dollars per each.
PG-12 84 L.F. Furnish and install 4" Perforated PVC $ $
Subdrain pipe for the unit price of
dollars per linear
foot.
PG-13 181 L.F. Furnish and install 4" PVC pipe for the unit $ $
price of
dollars per linear foot.
PG-14 81 L.F. Furnish and install 6" PVC pipe for the unit $ $
price of
dollars per linear foot.
PG-15 182 L.F. Furnish and install 8" PVC pipe for the unit $ $
price of
dollars per linear foot.
PG-16 123 L.F. Furnish and install 10"PVC pipe for the unit $ $
price of
dollars per linear foot.
15
PG-17 2 EA. Furnish and install Bollard for the unit price $ $
of dollars
per each.
PRECISE GRADING SUB-TOTAL $
16
BUILDING
Item Approx. Work Items With Unit Price Unit Price Total Amount
uand
(Written in Words) (In Figures)
B-1 7 EA Construct raised concrete foundations for 2 $ $
bedroom (NC-01) Silvercrest manufactured
homes for the unit price of
dollars per each.
B-2 3 EA Construct raised concrete foundations for 1 $ $
bedroom (NC-11047) Silvercreset
manufactured homes for the unit price of
dollars per
each.
B-3 7 EA Supply and install on foundations the 2 $ $
bedroom (NC-01) Silvercrest manufactured
homes with covered front porches & decks
for the unit price of
dollars per each as specified in the
architecture plans.
B-4 3 EA Supply and install on foundations the 1 $ $
bedroom (NC-11047) Silvercrest
manufactured homes for the unit price of
dollars
per each as specified in the architecture
plans.
B-5 3 EA Construct covered front porches, steps, $ $
decks, railings and ramps for all l bedroom
(NC-11047) Silvercrest homes for the unit
price of dollars
per each per the details on the architecture
plans.
B-6 10 EA Construct carports with storage cabinets for $ $
all homes for the unit price of
dollars per each per
the details on the architecture plans.
17
B-7 10 EA Supply and install concrete wheel stops for $ $
all carports for the unit price of
dollars per
each per landscape architect's details.
B-8 286 SF Construct 2 concrete pads for picnic tables $ $
for the unit price of
dollars per square foot per detail k/L-3 on the
landscape plans.
B-9 2 EA Supply and install 8' long picnic tables for $ $
the unit price of
dollars per each per detail k/L-3 on the
landscape plans.
B-10 2 EA Supply and install trash receptacles for the $ $
unit price of
dollars per each per detail k/L-3 on the
landscape plans.
B-11 1 EA Supply and install one Dog Valet Pet Waste $ $
Station with conc. footing for the unit price
of dollars per
each per the Amenity Schedule on the
landscape plans.
B-12 2 EA Construct concrete/stone entry pilasters for $ $
the unit price of
dollars per each per detail i/L-3 on the
landscape plans.
B-13 1 EA Fabricate and install one street light for the $ $
unit price of dollars
per each per detail d/L-5 on the landscape
plans
B-14 16 SF Construct concrete pad and foundation for $ $
Mail Box and pedestal for the lump sum of
dollars
per square foot per detail h/L-3 on the
landscape plans.
B-15 1 EA Supply and install one 12 Unit Type 11 $ $
Cluster Mail Box on pedestal for the unit
price of dollars per
each per detail h/L-3 on the landscape plans.
18
B-16 1 LS Construct Bridge per detail c/L-4 of the $ $
landscape plans for the price of
dollars.
B-17 2,304 SF Construct 4"thick sidewalks with stoops at $ $
all houses for the unit price of
dollars per square foot
per detail b/L-5 on the landscape plans.
B-18 373 LF Construct 4'high wood fence enclosure at all $ $
houses for the unit price of
dollars per linear foot per
details d/L-5 on the landscape plans.
B-19 680 LF Construct equestrian fence for the unit price $ $
of
dollars per linear foot per detail a/L-5 on the
landscape plans.
BUILDING SUB-TOTAL $
19
Domestic Water Irrieation Equipment
DI-1 1 LS Supply and install connection to 1-1/2" water $ $
meter for the irrigation point of connection
the unit price of
dollars.
DI-2 5 EA. Supply and install 2" Brass gate valves for $ $
the unit price of
dollars per each.
DI-3 1 EA Supply and install 1-1/2" Reduced pressure $ $
backflow preventer with wye strainer for the
unit price of dollars
per each.
DI-4 1 EA Supply and install backflow stainless steel $ $
vandal resistant enclosure for the unit price
of dollars per each.
DI-5 1 EA Supply and install booster pump with $ $
electrical connection for the unit price of
dollars per each.
DI-6 1 EA Supply and install 2" Plastic pressure $ $
reducing master valve for the unit price of
dollars per each.
DI-7 1 EA Supply, install and connect to controller a I- $ $
1/4"plastic flow sensor for the unit price of
dollars per each.
DI-8 5 EA. Supply and install 3/4" brass quick coupler $ $
valves for the unit price of
dollars per each.
20
DI-9 4 EA. Supply and install I" plastic automatic $ $
control valves for the unit price of
dollars per each.
DI-10 4 EA. Supply and install 1-1/2"plastic automatic $ $
control valves for the unit price of
dollars per each.
DI-11 1 EA. Supply and install 120/240 VAC power $ $
meter for the irrigation control timer for the
unit price of dollars
per each.
DI-12 1 EA. Supply and install automatic irrigation $ $
control rimer in a stainless steel enclosure for
the unit price of
dollars per each.
DI-13 1 LS Supply and install connection from electrical $ $
meter to irrigation control timer for the unit
price of dollars.
DI-14 650 L.F. Supply and install 2" Schedule 40 PVC $ $
mainline and fittings for the unit price of
dollars per lineal foot.
DI-15 3,800 L.F. Supply and install Schedule 40 PVC non $ $
pressure lateral piping and fittings for the
unit price of dollars
per lineal foot.
DI-16 4,250 L.F. Supply and install #14 AWG irrigation $ $
control wire including lead wire, common
wire and extra wires for the unit price of
dollars per lineal foot.
21
DI-17 201 EA. Supply and install Rainbird 1812 SAM PRS $ $
12"pop up spray heads with MPR nozzles
per plan for the unit price of
dollars per each.
DI-18 54 EA. Supply and install Rainbird PARS PRS spray $ $
heads on riser with check valve and MPR
nozzles per plan for the unit price of
dollars per each.
DI-19 62 EA. Supply and install Rainbird 1804 SAM PRS $ $
4"pop up strip bubblers with PCS screens
per plan for the unit price of
dollars per each.
DI-20 18 EA. Supply and install Rainbird 1812 SAM PRS $ $
12"pop up spray heads with rotary nozzles
per plan for the unit price of
dollars per each.
DI-21 54 EA. Supply and install Rainbird 1806 SAM PRS $ $
6"pop up 5H-13 bubblers with PCS screens
per plan for the unit price of
dollars per each.
DI-22 300 L.F. Supply and install 2" Schedule 40 PVC $ $
sleeving per plan for the unit price of
dollars per lineal foot.
DI-23 50 L.F. Supply and install 3" Schedule 40 PVC $ $
sleeving per plan for the unit price of
dollars per lineal foot.
DI-24 500 L.F. Supply and install 4" Schedule 40 PVC $ $
sleeving per plan for the unit price of
dollars per lineal foot.
DOMESTIC IRRIGATION SUB-TOTAL $
22
Future Recycled Water Irritation Equipment
Rl-1 1 LS Supply and install connection to 1-1/2" water $ $
meter for the irrigation point of connection
the unit price of
dollars.
RI-2 8 EA. Supply and install 2" Brass gate valves for $ $
the unit price of
dollars per each.
RI-3 1 EA Supply and install 1-1/2" Reduced pressure $ $
backflow preventer with wye strainer for the
unit price of dollars
per each.
RI-4 1 EA Supply and install backflow stainless steel $ $
vandal resistant enclosure for the unit price
of dollars per each.
RI-5 1 EA Supply and install 1-1/2" Schedule 80 PVC $ $
Basket Strainer with 80 mesh stainless steel
screen for the unit price of
dollars per each.
RI-6 1 EA Supply and install booster pump with $ $
electrical connection for the unit price of
dollars per each.
RI-7 1 EA Supply and install 2" Plastic pressure $ $
reducing master valve with purple knobs for
the unit price of
dollars per each.
RI-8 1 EA Supply, install and connect to controller a 1- $ $
1/4"plastic flow sensor for the unit price of
dollars per each.
23
RI-9 7 EA. Supply and install 3/4" brass recycled water $ $
quick coupler valves for the unit price of
dollars per each.
RI-10 15 EA. Supply and install 1" plastic automatic $ $
control valves with purple knobs for the unit
price of dollars per
each.
RI-1 I 1 EA. Supply and install 1-1/2" plastic automatic $ $
control valves with purple knobs for the unit
price of dollars per
each.
RI-12 1 EA. Supply and install 120/240 VAC power $ $
meter for the irrigation control timer for the
unit price of dollars
per each.
RI-13 1 EA. Supply and install automatic irrigation $ $
control timer in a stainless steel enclosure for
the unit price of
dollars per each.
RI-14 1 LS Supply and install connection from electrical $ $
meter to irrigation control timer for the unit
price of dollars.
RI-15 700 L.F. Supply and install Purple 2" Schedule 40 $ $
PVC mainline and fittings for the unit price
of dollars per lineal
foot.
RI-16 4,550 L.F. Supply and install Purple Schedule 40 PVC $ $
non pressure lateral piping and fittings for
the unit price of
dollars per lineal foot.
24
RI-17 575 L.F. Supply and install Purple Schedule 40 $ $
Ultraviolet resistant (UVR) PVC non
pressure lateral piping and fittings on grade
for the unit price of
dollars per lineal foot.
RI-18 6,200 L.F. Supply and install #14 AWG irrigation $ $
control wire including lead wire, common
wire and extra wires for the unit price of
dollars per lineal foot.
RI-19 131 EA. Supply and install Rainbird 1812 SAM PRS $ $
NP 12" pop up spray heads with MPR
nozzles per plan for the unit price of
dollars per each.
RI-20 22 EA. Supply and install Rainbird PA8S PRS spray $ $
heads on riser with check valve and MPR
nozzles per plan for the unit price of
dollars per each.
RI-21 2 EA. Supply and install Rainbird 1804 SAM PRS $ $
NP 4" pop up strip bubblers with PCS
screens per plan for the unit price of
dollars per each.
RI-22 29 EA. Supply and install Rainbird 1812 SAM PRS $ $
NP 12"pop up spray heads with rotary
nozzles per plan for the unit price of
dollars per each.
RI-23 23 EA. Supply and install Rainbird 5012 PL-R-SAM $ $
NP 12" pop up rotor heads with MPR
nozzles per plan for the unit price of
dollars per each.
RI-24 19 EA. Supply and install Rainbird PA8S PRS spray $ $
heads on riser with check valve and rotary
nozzles per plan for the unit price of
dollars per each.
25
RI-25 7 EA. Supply and install Rainbird 50005-PL-R $ $
rotor heads on riser with check valve and
MPR nozzles per plan for the unit price of
dollars per each.
RI-26 111 EA. Supply and install Rainbird 1806 SAM PRS $ $
NP 6" pop up 5H-13 bubblers with PCS
screens per plan for the unit price of
dollars per each.
RI-27 100 L.F. Supply and install 2" Schedule 40 PVC $ $
sleeving per plan for the unit price of
dollars per lineal foot.
RI-28 175 L.F. Supply and install 4" Schedule 40 PVC $ $
sleeving per plan for the unit price of
dollars per lineal foot.
RI-29 2 EA. Supply and install recycled water signs for $ $
the unit price of
dollars per each.
FUTURE RECYCLED WATER IRRIGATION EQUIPMENT SUB-TOTAL $
26
LANDSCAPE
Item Approx. Work Items With Unit Price Unit Price Total Amount
uantit
(Written in Words) (In Figures)
L-1 1 LS Remove existing Willow& Eucalyptus trees $ $
and roots for the lump sum of
dollars.
L-2 1 LS Clean and trim by a certified arborist and $ $
protect in place the existing cluster of Pepper
trees in the center of the site, for the lump
sum of dollars.
L-3 34,997 SF Soil prep and fine grade all landscape areas $ $
for the unit price of
dollars per square foot.
L-4 34,997 SF Weed abatement in all landscape areas for $ $
the unit price of
dollars per square foot.
L-5 10 EA Supply and install 15 gal. trees as shown on $ $
the landscape plans for the unit price of
dollars per each.
L-6 45 EA Supply and install 24"box trees stakes and $ $
ties as shown on the landscape plans for the
unit price of dollars
per each.
L-7 8,154 SF Hydroseed Bioswale seed mix as specified in $ $
the Ground Cover Schedule of the landscape
plans for the unit price of
dollars per square foot.
27
L-8 5,045 SF Hydroseed Meadow seed mix as specified in $ $
the Ground Cover Schedule of the landscape
plans for the unit price of
dollars per square foot.
L-9 13,567 SF Hydroseed Low Growing Native seed mix as $ $
specified in the Ground Cover Schedule of
the landscape plans for the unit price of
dollars per square foot.
L-10 216 CY Supply and install a 2" deep layer of Bark $ $
Mulch in all landscape areas for the unit
price of
dollars per cubic yard.
L-11 418 EA Supply and install 1 gal. shrubs (mostly CA $ $
natives) as shown on the landscape plans for
the unit price of
dollars per each.
L-12 762 EA Supply and install 5 gal. shrubs (mostly CA $ $
natives) as shown on the landscape plans for
the unit price of
dollars per each.
L-13 90 DAYS 90 Day Landscape Maintenance for the unit $ $
price of
dollars per day.
L-14 36 EA Supply and install 12"-18" Boulders as $ $
shown on the landscape plans for the unit
price of
dollars per each per schedule on detail b/L-4
on the landscape plans.
L-15 1 LS Supply and install 57-9"-12" Cobbles as $ $
directed by the landscape architect for the
lump sum of
dollars per schedule on detail b/L-4 on the
landscape plans.
28
L-16 1 LS Supply and install 123-6"-9" Cobbles as $ $
directed by the landscape architect for the
lump sum of
dollars per schedule on detail b/L-4 on the
landscape plans.
L-17 48 LF Construct concrete steps in sidewalks per $ $
grading plans for the unit price of
dollars per linear foot.
L-18 496 LF Construct 6" concrete mow curbs on both $ $
sides of DG path for the unit price of
dollars per linear foot
per detail c/L-5 on landscape plans.
L-19 744 SF Construct and install 3"thick colored, $ $
stabilized, decomposed granite path for the
unit price of dollars per
square foot per paving notes on sheet L-2 of
the landscape plans.
L-20 3 EA Fabricate and install wood path lights for the $ $
unit price of dollars
per each per detail a/L-4 on the landscape
plans.
LANDSCAPE SUB-TOTAL $
Total Bid Price (Enter here and on Page 5)
Words Figures
ALTERNATIVE BID ITEMS
The Contractor shall also provide costs for the following bid alternate items for possible inclusion or substitution(as
applicable) of base bid items shown above.
29
Item Annrox. Work Items With Unit Price Unit Price Total Amount
uantit
(Written in Words) (In Fieures)
A-1 1 L.S. Cut into Existing 26"Dia. 0.250" Min. $ $
Thick Steel Casing& 15" PVC SDR-26
PVC Sewer Line for the lump sum of
dollars.
A-2 3 EA Additional Plant Material—24" box trees $ $
stakes and ties for the unit price of
dollars per
each.
A-3 10 EA Additional Plant Material - 5 gal. shrubs for $ $
the unit price of
dollars per each.
A-4 30 EA Additional Plant Material - 1 gal. shrubs for $ $
the unit price of
dollars per each.
ALTERNATE BID ITEMS TOTAL $
30
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 refrain from 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
further, 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 connection 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 ,2008,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 official seal.
Notary Public in and for said State
31
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
undersigned 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
32
INSTRUCTION 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 and the Specifications,
Special Provisions, and the Standard Specifications for Public Works Construction, 2006 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 San Juan
Capistrano Community Redevelopment Agency 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 submitting 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 points
requiring clarification in the drawings or documents, a written addendum will be mailed to each
person to whom a set of contract documents has been delivered. The San Juan Capistrano
Community Redevelopment Agency will not be responsible for any instructions, 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 submitting
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.
33
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
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.
Prouocals
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 San Juan Capistrano Community Redevelopment Agency may require any bidder to
furnish 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 San Juan Capistrano Community Redevelopment Agency 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 San Juan Capistrano Community
Redevelopment Agency 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 San Juan Capistrano Community
Redevelopment Agency and,if the bidder shall fail to execute said contract, said surety will
34
pay to the San Juan Capistrano Community Redevelopment Agency the damages which the
San Juan Capistrano Community Redevelopment Agency 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.
G. Bids shall be delivered to the San Juan Capistrano Community Redevelopment Agency 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.
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 San Juan Capistrano Community Redevelopment Agency 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 Rection 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 San Juan Capistrano Community
Redevelopment Agency, 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 San
Juan Capistrano Community Redevelopment Agency and furnish the stipulated bonds,insurance and
35
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 from a surety
company selected from the surety companies set forth in the standard specifications. 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
( )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."
36
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 no fee City Encroachment Permit for construction work
under this contract. This Encroachment Permit does not satisfy the requirement for transportation
permits for overload or overweight vehicles. The Contractor shall contact the Public Works Division
for issuance of these permits, which will be issued no fee.
37
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 San Juan Capistrano Community Redevelopment Agency,Obligee,hereinafter called
Agency, 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 200_, for the construction of
for the San Juan
Capistrano Community Redevelopment Agency, 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 Agency 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 material men,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 Agency,pay the Agency the difference between the
amount specified in said bid and the amount for which the Agency 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 amount
specified therefore, there shall be included costs and reasonable expenses and fees, including
reasonable attorney's fees, incurred by Agency in successfully enforcing such obligation, all to be
taxed as costs and included in any judgment rendered.
38
IN WITNESS WHEREOF,the above-bounden parties have executed this instrument under
their several seals this day of ,200,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, Agency Attorney
39
PERFORMANCE BOND
WHEREAS, the Board of Directors of the San Juan Capistrano Community
Redevelopment Agency, State of California, and
(hereafter designated as "Principal"), have entered into a
Agreement dated , 20 , and made a part hereof; and
NOW, THEREFORE, we, the Principal and
as Surety, are held firmly bound unto the San Juan
Capistrano Community Redevelopment Agency (hereafter called "Obligee"), in the sum of
dollars, lawful money of the United
States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs,
successors, executors and administrators,jointly and severally, firmly by these presents.
NOW, THEREFORE, the condition of this obligation is such that if Principal shall
promptly and faithfully perform the improvements identified in the Agreement, then the
obligation shall be null and void; otherwise it shall remain in full force and effect. Surety waives
any rights, if there be any,to require that a demand be made first against the Principal in the
event of default.
BE IT FURTHER RESOLVED:
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, incurred by San Juan Capistrano Community Redevelopment Agency, State of
California in successfully enforcing such obligation, all to be taxed as costs and included in any
judgment rendered.
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 there under, shall in any way affect its obligations or 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 there under.
Executed this day of 120 , at
California.
40
PRINCIPAL
(NOTARIZATION AND SEAL)
APPROVED AS TO FORM: SURETY
Omar Sandoval, City Attorney (NOTARIZATION AND SEAL)
Premium Included
41
LABOR AND MATERIALS BOND
KNOW ALL MEN BY THESE PRESENTS: that
WHEREAS, the San Juan Capistrano Community Redevelopment Agency, 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 San Juan
Capistrano Community Redevelopment Agency, a municipal 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 OBLIGATION 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 under 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 Government Code of California
as amended,that the surety shall 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 any 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 suit
brought upon this bond.
42
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 there under 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 there under.
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 Agency in successfully enforcing such obligation,all to be taxed as costs
and included in any judgment rendered.
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 1200. 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:
Its:
SURETY
By:
APPROVED AS TO FORM: Its:
Omar Sandoval, Agency Attorney
43
GENERAL PROJECT SPECIFICATIONS
SECTION 1 —SCOPE OF WORK
The work to be done consists of furnishing all materials, equipment,tools, labor, and incidentals
as required by the Contract Plans, Specifications, and Contract Documents. The general items of
work include, but are not limited to, the following:
The project includes, but not, limited to: constructing 10 affordable manufactured housing rental
units on approximately 1.67 acres in Little Hollywood located at the northern terminus of Paseo
Adelanto between Ramos and Mission Street on City owned property. Improvement Plans call for
the construction of a new rural asphalt paved road with 10 guest parking spaces. Site drainage is
directed towards a bio-swale to treat stormwater runoff before emptying into the nearby channel.
The project is proposed to include a shared common area next to an existing cluster of pepper trees.
Picnic benches are proposed within this common area. An equestrian trail is proposed on the west
side of the project next to the channel with an equestrian bridge that crosses over the proposed bio-
swale. A DG pathway is proposed on the easterly side of the project next to existing cactus plants.
The project is proposed to include lighting,trash enclosures,landscaping and irrigation systems;and
implementation of Best Management Practices(BMP)for storm water pollution prevention during
all construction activities; and other general improvements, and recycling of construction and
demolition material.
Therefore, the project construction will include grading, paving, concrete improvements,
utilities construction such as electrical,water,sewer and drainage.
SECTION 2--PLANS AND SPECIFICATIONS
At a minimum,itemized list shall include the manufacturer's name,catalog number,quantity,type,size,
color, weight, finish, function, quality, and installation and fastening methods and instructions.
Upon approval of the itemized lists,CONTRACTOR shall furnish six(6)sets of Shop Drawings to the
Engineer of all fixtures, materials, and all other appurtenances as indicated or specified.
San Juan Capistrano Community Redevelopment Agency will provide structural calculation to the
CONTRACTOR.
Submittals of the itemized lists, shop drawings, manufacturers' application requirements, product
specifications and shall be provided to the Engineer within fifteen(15)working days after the date of
the Award of Contract.
Except as may otherwise be provided herein, the Engineer will return each submittal to the
CONTRACTOR,with his comments noted thereon,within 5 working days following their receipt by
the Engineer. It is considered reasonable that the CONTRACTOR shall make complete and acceptable
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submittals to the Engineer by the second submission of a submittal item. The San Juan Capistrano
Community Redevelopment Agency reserves the right to withhold monies due to the CONTRACTOR
to cover additional costs of the Engineer's review beyond the second submission. Incorporate cost in a
bid item.
SECTION 3 - LOCATION OF WORK
The general locations and limits of the work are as follows:
LITTLE HOLLYWOOD EXPANSION
26581 Ramos Street
Vacant land at the northern terminus of Paseo Adelanto between Ramos and Mission Streets
approximately 1,000 feet north of Del Obispo, 400 feet south of Mission Street.
SECTION 4 -TIME FOR COMPLETION
The CONTRACTOR shall complete all work in every detail within two hundred forty(240)working
days after the first date of work is established in the Notice to Proceed and shall not perform any field
work prior to said date.
Within the 240 working days, the CONTRACTOR must complete all work in all stages within the
number of working days as outlined herein:
The CONTRACTOR'S bid prices shall cover all costs resulting from the required staging, and no
additional compensation will be allowed for the described staging and order of work. Cost of staging
shall be included in the"mobilization"bid item and no additional compensation shall be provided.
If any work is done beyond the allowable working days as described in these General
Specifications,the CONTRACTOR will be subject to service fees,and liquidated damages per
Section 18, Special Provisions of these Specifications.
No long-term lane closures are allowed. The CONTRACTOR is only allowed to establish lane
closures per the Contract Documents during allowable working hours as outlined in the General
Specifications,"Hours of Work". The CONTRACTOR shall adhere to the requirements as outlined in
these specifications.
The CONTRACTOR shall work within the allowable working hours described in the General Project
Specifications, "Hours of Work", section of this Specification.
The CONTRACTOR shall pothole existing utilities in advance of any demolition and utility
excavations in accordance with Section 19, Special Provisions"Utilities,"of this Contract Document.
Said potholing shall be done as part of the allowable working days, and shall be subject to inspection
service fees should the total number of working days be exceeded.
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SECTION 5 - HOURS OF WORK
CONTRACTOR'S work activities shall be confined to the following hours:
Onsite:
Onsite work shall be limited to 7:30 a.m.to 5:00 p.m.,Monday through Friday. Absolutely no work
is permitted on Saturdays, Sundays, or Holidays.
Offsite:
Work in the public right-of-way between 8:30 a.m. and 3:30 p.m.only. Traffic Control per CalTrans
Traffic Control Manual or the Work Area Protection and Traffic Control Manual. Two-way traffic
shall be maintained at all times.
Deviation from these hours will not be permitted without the prior consent of the Engineer,except in
emergencies involving immediate hazard to persons or property. In the event of either a requested or
emergency deviation, inspection service fees will be charged against the CONTRACTOR. The
service fees will be calculated at overtime rates including benefits, overhead, and travel time. The
service fees will be deducted from any amounts due the CONTRACTOR.
Work shall not interfere with trash pickup or street sweeping of any street within the limits of work.
CONTRACTOR shall coordinate with the AGENCY'S trash hauler and street sweeper in accordance
with the requirements noted in Section 18, Special Provisions of this Contract Document.
SECTION 6 - NOTIFICATION
CONTRACTOR shall notify the owners of all utilities and substructures not less than ten (10)
working days prior to starting construction.
All construction correspondence should start with the project manager and in the event that
thei)roiect manager is not reachable, contact the Public Works Division Director.
The following list of names and telephone numbers is intended for the convenience of the
CONTRACTOR and is not guaranteed to be complete or correct:
CITY OF SAN JUAN CAPISTRANO
Attention: Nasser Abbaszadeh, Director (949) 443-6398
Public Works Department
Ziad Mazboudi, Senior Civil Engineer (949) 443-4413
Water-Quality/Solid Waste Management
Douglas Dumhart—Project Manager (949) 443-6316
Economic Development Manager
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Jack Galaviz, Manager (949) 443-6364
Public Works Department
Eric Bowman, Water Engineering Manager (949) 487-4312
Utility Department
David Contreras, Senior Planner (949) 443-6320
Community Development Department
Terri Delcamp, Historic Preservation Manager (949) 443-6330
Community Development Department
Andy Ngo, Engineering Technician II (714) 834-4368
Orange County Flood Control District
ARCHAEOLOGIST (949) 753-7001
Attention: PCR, Mitchell W. Marken
NATIVE AMERICAN MONITOR (949) 493-0959
Attention: David Belardes
UNDERGROUND SERVICE ALERT (800) 227-2600
(DigAlert) Call two working days before you dig
SAN DIEGO GAS & ELECTRIC (949) 361-8047
Attention: Patti Good
THE GAS COMPANY, DISTRIBUTION (800)427-2200 x
AT&T (714) 666-5711
Attention: Becky Brandon
COX COMMUNICATIONS (949) 546-2805
Attention: Steve Weibler
VERIZON BUSINESS (formally MCI) (626) 666-3526
Attention: Don Beckermann
CR&R INCORPORATED (Trash Hauler) (949) 728-0446
Attention: Maria Lazaruk
CANNON PACIFIC (Street Sweeper)
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Other Utilities found in San Juan Capistrano
Moulton Niguel Water District (949) 831-2500
Laguna Niguel
San Juan Basin Authority (949) 831-2500
SECTION 7 -EMERGENCY INFORMATION
The names, addresses, and telephone numbers of the CONTRACTOR and subcontractors, or their
representatives,shall be filed with the ENGINEER and the County Sheriffs Department(City of San
Juan Capistrano)prior to beginning work.
SECTION 8 - COMMUNITY NOTICE
CONTRACTOR shall provide and distribute to all adjacent property owners around all portions of
the project area,printed door hanging type notices measuring 8 1/2 by 11 inches in size with wording
describing as shown on the following page,within ten(10)working days prior to commencing any
work, or continuing any work after a period of non-work. The Engineer shall determine when re-
notification is required. All costs to be borne by CONTRACTOR.
If the CONTRACTOR notifies a street/neighborhood of scheduled work, and the work schedule
changes for any reason or in any way,the CONTRACTOR is automatically required to re-notify the
area and the Engineer per the requirements herein. All costs to be borne by CONTRACTOR. No
additional costs to AGENCY.
Proof of all notifications shall be provided to the ENGINEER prior to commencement of work. City
will provide map and addresses identifying properties to be noticed. Proof shall consist of a signed
letter to the ENGINEER from the CONTRACTOR.
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NOTICE OF CONSTRUCTION WORK
WITHIN THE NEXT FEW DAYS,WORK WILL BE STARTED AT THE TERMINUS OF
PASEO ADELANTO. WORK WILL CONSIST OF:
The WORK is expected to begin about and be completed by
about
The WORK may cause some inconvenience, but will be of permanent benefit.
We will appreciate your cooperation in the following matters:
1. Please comply with all posted parking restrictions. (72-hour notices will be posted).
2. Please be alert when driving or walking in the construction area.
3. Tools, materials, and equipment are attractive to children. For the safety of the
children, please keep them away.
4. Please report all inconvenience to the foreman on the job, or call the
CONTRACTOR'S office at the number given below.
The WORK is being performed for the San Juan Capistrano Community Redevelopment
Agency by:
(Firm name, address, and phone number)
We will endeavor to complete this work as rapidly as possible and with a minimum of
inconvenience to you.
If you have any questions regarding the upcoming work, please call the Community
Redevelopment Agency representative: Laura Stokes at (949) 443-6313 during normal
business hours. Emergencies during non-business hours can be reported to the Orange
County Sheriff Dispatch at (949) 770-6011.
Sincerely,
(Name of supervisor)
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SECTION 9—CONTRACT DRAWINGS
The San Juan Capistrano Community Redevelopment Agency shall furnish the CONTRACTOR a
maximum of five(5)sets of Contract Drawings and Specifications without charge. Additional sets will
be furnished upon request at the cost of the CONTRACTOR.
SECTION 10—STANDARD SPECIFICATIONS
All construction shall conform to 2006 edition of the Standard Specifications for Public Works
Construction(SSPWC)except as specifically amended by these Contract Documents. All work shall
be done in accordance with: (1) Standard Specifications for Public Works Construction (SSPWC),
2006 Edition; (2) these Specifications; (3) the Contract Plans for this project; (4) Orange County
Resources and Development Management Department(OCRDMD),2006 Edition;(5)2006 Standard
Plans for Public Works Construction(SPPWC), also known in these Contract Documents as APWA
(6) Work Area Traffic Control Handbook, Latest Edition; (7) Manual of Uniform Traffic Control
Devices(MUTCD),Latest Edition and the MUTCD 2003 California Supplement,Latest Edition;and
(8) California Electric Code(CEC), 2004 Edition.
Where conflicts exist between the above specifications,they shall be resolved in the order of priority
listed above, unless otherwise specified herein.
The hereinafter listed documents,except such portions that are hereafter deleted,modified or amended
by AGENCY,are in the office of the City Engineer of the City of San Juan Capistrano for examination,
are hereby adopted as the standard plans and specifications for the construction, improvement and
repair of highways, bridges, flood control and recreation facilities:
(a) "Standard Specifications for Public Works Construction(SSPWC)," 2006 edition except Section
307,as published by Building News,Inc.,and those supplements or later editions thereto as may be
adopted by resolution of the City Council; as written and promulgated by the Joint Cooperative
Committee of the Southern California Chapter of the American Public Works Association and the
Southern California District of the Associated General Contractors of California. Copies of these
Standard Specifications are available from the publisher,Building News,Incorporated, 1612 South
Clementine Street,Anaheim, California 92802,telephone (714) 517-0970.
(b)Standard Plans,2006 Edition,Orange County Resources&Development Management Department
(OCRDMD).
(c) 2006 Standard Plans for Public Works Construction (SPPWC), also known in these Contract
documents as APWA.
(d) "Work Area Protection and Traffic Control Manual," dated April 2006 covering traffic control
measures and those supplements or later editions thereto as may be adopted by resolution of the
City Council. This Manual is applicable if the designed traffic control does not apply to a specific
situation, and can only be used if approved by the Engineer prior to said use.
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(e) Signing and Striping shall conform to the Manual on Uniform Traffic Control Devices(MUTCD)
Latest Edition, and the California Supplement, May 20, 2003.
(f)"California Electric Code",2007 Edition.
(g) Uniform Building Code(Retaining Walls may force use of UBC)
The SSPWC set forth above will control the general provisions, construction materials, and
construction methods for this contract, except as amended by the Plans, Special Provisions, or other
contract documents. The following Special Provisions are supplementary and in addition to the general
provisions of the Standard Specifications unless otherwise noted and the section numbers of these
Specifications coincide with those of the said Standard Specifications. Only those sections requiring
elaboration, amendments, specifying of options or additions are called out.
SECTION 11 —EXCAVATION NOTICE
In the event CONTRACTOR is required to dig any trench or excavation that extends deeper than 4 feet
below the surface in order to perform the work authorized under this contract,CONTRACTOR agrees
to promptly notify AGENCY in writing and before further disturbing the site if any of the conditions set
forth below are discovered:
1. Material that the CONTRACTOR believes may be material that is hazardous waste,as defined in
Section 25117 of the Health and Safety Code that is required to be removed to a Class I,Class II,or
Class III disposal site in accordance with the provisions of existing law.
2. Subsurface or latent physical conditions at the site differing from those indicated.
3. Unknown physical conditions at the site of any unusual nature, different materially from those
ordinarily encountered and generally recognized as inherent in the work of the character provided
for in this contract
a. AGENCY agrees to promptly investigate the conditions, and if AGENCY finds that the
conditions do materially differ,or do involve hazardous waste,and cause a decrease or increase
in CONTRACTOR'S cost of, or the time required for, performance of any part of the work,
shall issue a change order under the procedures described in this contract.
b. That, in the event a dispute arises between AGENCY and CONTRACTOR as to whether the
conditions materially differ, or involve hazardous waste, or cause a decrease or increase in
CONTRACTOR'S cost of, or time required for, performance of any part of the work,
CONTRACTOR shall not be excused from any scheduled completion date provided for in this
Contract,but shall proceed with all work to be performed under the contract. CONTRACTOR
shall retain any and all rights provided either by this contract or by law, which pertain to the
resolution of disputes and protests between contracting parties.
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SECTION 12 —RECORD AND AS-BUILT DRAWINGS
CONTRACTOR shall provide,and keep up-to-date,a complete As-Built record set of Construction
Documents which shall be corrected daily and show the following:
1. Any deviations from the Contract Plans and Specifications.
2. All final locations of all improvements shown on the Contract Plans determined in the
field.
3. Exact as-built locations, sizes and kinds of equipment and appurtenances.
Prints of the Contract Documents may be obtained from the Engineer for this purpose as described
in, "Contract Drawings", in the General Project Specifications Section of this Contract Document.
This set of drawings shall be kept on the site and shall be used as a record set.
All final locations determined in the field,and any deviations from the Contract Documents,shall be
marked in red on this record set to show the as-built conditions. Upon completion of all work, the
CONTRACTOR shall return the record set to the Engineer.
The As-Built record set shall also serve as work progress sheets and shall be the basis for
measurement and payment for work completed. The As-Built record set shall be available at all
times for inspection.
Upon completion of all work,the CONTRACTOR shall return the complete As-Built record set to
the Engineer. As-Built record shall conform to the City's Public Works Policy for "Digital
Submission Guidelines" (See Appendix `E'). Final payment will not be made until this
requirement is met. Delivery of the As-Built record set will not relieve the CONTRACTOR of the
responsibility of furnishing information that may be omitted from the prints.
SECTION 13—TEST OF MATERIALS
Except as elsewhere specified, the CONTRACTOR will bear the cost of testing material and/or
workmanship which meet or exceed the requirements indicated in these Contract Documents. The
cost of all other tests, including the re-testing of material or workmanship that fails to pass the first
test, shall be borne by the CONTRACTOR.
SECTION 14 —CERTIFICATION
A Certificate of Compliance shall be furnished prior to the use of any materials for which these
Contract Document require that such a certificate be furnished. In addition, when so authorized in
these Contract Documents,the Engineer may permit the use of certain materials or assemblies prior
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0
to sampling and testing if accompanied by a Certificate of Compliance. The certificate shall be
signed by the manufacturer of the material or the manufacturer of assembled materials and shall state
that the materials involved comply in all respects with the requirements of the Contract Documents.
A Certificate of Compliance shall be furnished with each lot of material delivered to the work and
the lot so certified shall be clearly identified in the certificate.
All materials used on the basis of a Certificate of Compliance may be sampled and tested at any time.
The fact that material is used on the basis of a Certificate of Compliance shall not relieve the
CONTRACTOR of responsibility for incorporating material in the work which conforms to the
requirements of the Contract Documents,and any such material not conforming to such requirements
will be subject to rejection whether in place or not.
Such materials shall include:
Decorative Brick and Stone Paving.
Decomposed Granite Paving w/ Stabilizer.
The AGENCY reserves the right to refuse to permit the use of material on the basis of a Certificate
of Compliance, or any other reason at the discretion of the AGENCY.
The form of the Certificate of Compliance and its disposition shall be as directed by the Engineer.
SECTION 15—PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS
The CONTRACTOR shall be responsible for the protection of public and private property adjacent
to the Work and shall exercise due caution to avoid damage to such property. The CONTRACTOR
shall document pre-construction conditions of existing public and private improvements within the
area of work, and provide a copy to the Engineer prior to the commencement of Work.
CONTRACTOR shall provide and install suitable safeguards to protect such objects from injury or
damage. If such objects are injured or damaged by reason of the CONTRACTOR'S operation,then
they shall be replaced or restored at the CONTRACTOR'S expense to the original condition, if not
better, particularly if any such objects are a part of the work being performed as shown on the
Contract Documents. Repairs to damaged City facilities shall be made functional immediately.
Complete and final repairs must be completed within 5 calendar days.
The CONTRACTOR shall relocate,repair,replace,or reestablish all existing improvements within
the project limits and any other adjacent area which are not designated for removal (e.g., curbs,
sidewalks, driveways, fences, walls, sprinkler systems, signs, utility installations, pavements,
structures, landscaping, etc.) which are damaged or removed as a result of his operations or as
required by the Contract Documents, at the CONTRACTOR'S expense, subject to the approval of
the Engineer. This includes any damage caused as a result of tracking of asphalt on AGENCY or any
other agency owned street. Relocations, repairs,replacements,or reestablishments shall be at least
equal to the existing improvements and shall match such improvements in finish and dimensions
unless otherwise specified by the Engineer.
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CONTRACTOR shall take all precautionary measures to protect in place all existing trees and
landscaping designated to the Protected in Place. No tree roots over one(1)inch in diameter shall
be cut without the written permission of the Engineer. Trenching adjacent to existing trees shall
be performed in compliance with Section 8, Special Provisions of this Specification.
Where existing traffic striping, pavement markings, and curb markings are damaged or their
reflectivity reduced by the CONTRACTOR'S operations, such striping or markings shall also be
considered as existing improvements and the CONTRACTOR shall repaint or replace such
improvements.
It shall be the responsibility of the CONTRACTOR to protect all work areas from water intrusion,
which could damage excavated areas and sub-base/sub-grade. Any damage resulting from water
intrusion shall be repaired at the CONTRACTOR'S expense.
THE CONTRACTOR SHALL NOT TRACK TACK MATERIALS OR ASPHALT ONTO ANY
STREET, SIDEWALK, DRIVEWAY, OR OTHER IMPROVEMENT AT ANY TIME. IF THE
CONTRACTOR DOES NOT CONTROL TRACKING OF MATERIALS, THE CONTRACTOR
MAY BE SUBJECTED TO STOP NOTICES. FURTHER,THE CONTRACTOR IS REQUIRED
FOR REMOVAL OF ALL TACK OR ASPHALT FROM EXISTING IMPROVEMENTS TO THE
SATISFACTION OF THE AGENCY AT THE CONTRACTOR'S EXPENSE.
In order to protect existing pavement and/or reduce AC tracking, at the Engineer's discretion, the
CONTRACTOR'S haul trucks for AC items and PCC removal may be restricted to 10-wheel dump
trucks (no transfer trucks or Semi-trucks will be allowed). If this restriction is imposed, no
additional compensation will be allowed
All costs to the CONTRACTOR for protecting,removing,restoring,relocating,repairing,replacing,
or reestablishing existing improvements shall be included in the various bid items included in the
Bid Schedule, and no additional compensation will be allowed.
SECTION 16—PUBLIC CONVENIENCE AND SAFETY
The CONTRACTOR shall notify the occupants of all affected properties at least 48-hours prior to
any temporary obstruction of access. Vehicular and pedestrian access to individual properties shall
be maintained, except as required for construction for a reasonable period of time. At a minimum,
the CONTRACTOR shall notify the adjacent property owners or as otherwise determined by the
Engineer.
The pedestrian walkway/sidewalk along Paseo Adelanto, and any other adjacent walkways, shall
remain open to the public for the duration of the work. If an existing pedestrian walkway is closed
by the CONTRACTOR, an alternate Americans with Disabilities Act(ADA)path of travel shall be
provided. The clearance from the pedestrian walkway to any traffic lane shall be 7 feet. All
temporary pedestrian walkways shall be in accordance with the Traffic Control Plan and as directed
by the Engineer. Prior to any closure, approval shall be obtained from the Engineer. Full
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compensation for the construction and maintenance of temporary walkways shall be included in the
cost of TRAFFIC CONTROL, and no additional compensation will be allowed.
The CONTRACTOR is responsible to provide a vacuum/brush type street sweeper continuously
during all construction operations where dirt or debris ends up in any public street. This includes any
dirt and debris that is tracked from the project site onto adjacent roadways. Hand sweeping will not
be an acceptable alternative to a sweeper.
The CONTRACTOR shall not perform any work activity that prevents or restricts trash pick up.
Coordination with the AGENCY's trash hauler shall be the CONTRACTOR'S responsibility,and no
additional compensation will be allowed. If impacts are expected,the CONTRACTOR must notify
the AGENCY and the AGENCY trash hauler with a minimum of 48 hours advance notice. The
AGENCY's trash hauler contact information is as follows:
CR& R INCORPORATED (Trash Hauler) (949) 728-0446 Attention: Maria Lazaruk
SECTION 17—STORAGE OF EQUIPMENT AND MATERIALS IN PUBLIC STREETS
Construction equipment and materials shall not be stored in any street,road,highway or public right-
of-way, unless otherwise approved by the respective agency(s) and the Engineer.
All materials and equipment shall be stored elsewhere by the CONTRACTOR in a AGENCY
approved Staging Area as described herein.
The AGENCY shall designate a Staging Area and provide an exhibit to the CONTRACTOR that
describes the size and location. Said Staging Area shall be secured with a 6 foot fence with green
mesh. The CONTRACTOR will obtain permission from the AGENCY prior to accessing any
Staging Area. Proof of grant of access on the property shall be provided to the Engineer prior to
commencement of work. In addition,the Engineer must approve the equipment/office layout of the
Staging Area prior to implementation.
The CONTRACTOR shall implement all necessary BMP'S within the staging area,per Section 13,
Special Provisions and no additional compensation will be allowed. All materials and equipment not
installed or used in construction within the daily work period shall be stored in the allowable Staging
Area.
Construction equipment shall not be stored at the work site before its actual use on the work.
The Staging Area shall be maintained in a neat and orderly manner at all times. Due to limited
amount of parking in the Project Site area, the CONTRACTOR shall arrange for staff parking
outside of the limits of work. At the completion of the project, CONTRACTOR shall restore the
Staging Area to the original condition, if not better, unless otherwise specifically directed by the
Engineer.
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Excavated material, except that which is to be used as backfill in the adjacent trench shall be
removed within 48 hours unless specifically authorized by the ENGINEER and 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.
Measurement and Payment
The cost of all work associated with the procurement, maintenance, and restoration of the Staging
Area for the project shall be borne by the CONTRACTOR, and shall be included with the cost of
MOBILIZATION/DEMOBILIZATION. No additional compensation will be considered.
SECTION 18—STREET CLOSURES, DETOURS, BARRICADES
Street closures will not be allowed, except as specifically permitted by the Engineer. Lane closures
will not be allowed during non-working hours. All traffic lanes must be reopened by the end of
working hours each day.
The CONTRACTOR must accommodate access to all commercial businesses and residential
units within the Los Rios District. The CONTRACTOR must provide access at all times to all
residences.
Where needed, traffic control warning signs, and other traffic control devices shall conform to the
Contract Plans and the requirements set forth in these Contract Documents.
The CONTRACTOR shall furnish and install all traffic control devices(including but not limited to
all applicable barriers,guards,signs,and all other applicable signage and devices advising the public
of detours and construction hazards), and flag persons and watchpersons, as required by the
appropriate standards or where directed by the Engineer. Electronic reader/arrow signs shall not be
permitted on Los Rios Street. CONTRACTOR shall coordinate with the Engineer on the installation
location of all signage.
SECTION 19—EXAMINATION OF CONTRACT DOCUMENTS
The bidder shall examine carefully the entire site of the work, including but not restricted to the
conditions and encumbrances related thereto,the Contract Plans and Specifications,and the proposal
and contract forms therefore. The submission of a bid shall be conclusive evidence that the bidder
has investigated and is satisfied as to the conditions to be encountered, as to the character, quality,
and scope of the work to be performed, the quantities of material to be furnished and as to the
requirements of the proposal, Contract Plans, Specifications, and the Contract.
END OF GENERAL PROJECT SPECIFICATIONS
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CONTRACT
This contract is made and entered into by and between the SAN JUAN CAPISTRANO
COMMUNITY REDEVELOPMENT AGENCY, hereinafter referred to as "AGENCY" 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 include 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
AGENCY and the CONTRACTOR. Plans, Specifications and Special Provisions, the Standard
Specifications for Public Works Construction, 2006 Edition, including all Supplements, Contract
Bonds, Resolutions adopted by the AGENCY 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 furnish all tools,labor,material,equipment,
transportation,and supplies necessary to perform and complete in good and workmanlike manner the
construction of
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. AGENCY 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 manner set forth in the Specifications.
FOURTH. COMMENCEMENT AND COMPLETION OF THE WORK. CONTRACTOR
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agrees to begin and complete the work within the time specified in the Notice Inviting Bids. It is
agreed that it would be impracticable and extremely difficult to fix the actual amount of damages,
and loss sustained by AGENCY, should CONTRACTOR fail to complete the work in the specified
time;therefore, CONTRACTOR shall pay AGENCY, as liquidated damages,not in the nature of a
penalty, Two Hundred Fifty Dollars ($250) 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 AGENCY. 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
full payment of all Labor and Material entering into or incidental to the work covered by this
contract. CONTRACTOR agrees to furnish the bonds on the forms found within the Specifications.
CONTRACTOR agrees to pay AGENCY such sum as the Court may judge as reasonable for the
legal services of any attorney representing the AGENCY 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 AGENCY. The required
Performance, Labor and Materials Bonds, and Bid Bond shall provide that the surety shall pay
attorney's fees incurred by AGENCY in enforcing this agreement.
SIXTH. GENERAL PREVAILING RATE OF PER DIEM WAGES. Pursuant to the Labor
Code of the State of California,conies of the prevailingrate to 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 apart
hereof. CONTRACTOR agrees that he,or any SUB-CONTRACTOR under him,shall pay not less
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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
liability and property damage insurance naming the AGENCY 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/any one occurrence/not limited to contractual period;
$2,000,000 injury to more than one person/any one 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
AGENCY 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 the AGENCY the
policy certificate establishing that the required level of insurance has been satisfied.
CONTRACTOR shall indemnify,defend and save harmless the AGENCY,its officers,agents,and
employees from 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 OTHER PROVISIONS OF LAW RELATIVE TO
PUBLIC CONTRACTS. AGENCY is subject to the provisions of the Government 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
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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 AGENCY,
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 the provisions of
Article Three, Chapter One, Part Seven, Division 2, of the California Labor Code, except as
permitted by law.
IN WITNESS WHEREOF,this contract is executed by the duly authorized agent(s) of AGENCY,
pursuant to Board of Directors action, and by CONTRACTOR on the date set before the name of
each.
San Juan Capistrano Community Redevelopment Agency
DATED: BY:
MARK NIELSEN, CHAIRMAN
BY:
CONTRACTOR,
LICENSE NO. AND CLASSIFICATION
ATTEST:
Margaret R Monahan, City Clerk
APPROVED AS TO FORM:
Omar Sandoval, City Attorney
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SPECIAL PROVISIONS
SAN JUAN CAPISTRANO COMMUNITY REDEVELOPMENT AGENCY
THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT
PHASE II— 10 UNITS
LOS RIOS HISTORIC DISTRICT
SECTION 1 - STANDARD SPECIFICATIONS
The contractor shall perform his work in accordance with the Standard Specifications for Public
Works Construction "Green Book", 2006 Edition or as last revised, 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.
Any modifications to provisions of the Standard Specifications shall be indicated within these special
provisions.
SECTION 2 —TERMINATION OF CONTRACT
Section 6-5 of the Standard Specifications is hereby modified to include the following:
If at any time, in the opinion of the Director of Public Works, 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 Director of Public
Works, within the time specified in such notice, the San Juan Capistrano Community
Redevelopment Agency,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 San Juan Capistrano Community Redevelopment Agency may designate. Upon such
termination, the Contractor's control shall terminate and thereupon the Members of the Board of
Directors, 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 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 manner as the San Juan Capistrano Community Redevelopment Agency may deem
proper; or the Members of the Board of Directors may annul and cancel the contract and re-let the
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work or any part thereof. Any excess of cost arising there from 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 San Juan Capistrano Community Redevelopment Agency;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 San Juan Capistrano Community Redevelopment Agency as
provided above, and the Contractor will be credited with any surplus remaining after all just claims
for such completion have been paid."
SECTION 3—LAWS TO BE OBSERVED
Section 7-13 of the Standard Specifications is hereby modified to include the following:
"All contractor sand 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 waste hauler for their solid waste handling needs.
SECTION 4—FACILITIES FOR CITY PERSONNEL
Section 8 of the Standard Specifications is hereby deleted.
SECTION 5— SURVEY SERVICES
Section 2-9.3 of the Standard Specifications is hereby deleted and replaced with the following:
The Contractor will perform and be responsible for the accuracy of survey adequate for construction.
The Contractor shall preserve construction survey stakes and marks for the duration of their
usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such
replacement shall be by the Contractor at his expense.
The Contractor shall dig all holes necessary for lien and grade stakes.
Unless otherwise specified, stakes will be set and stationed by the Contractor for curbs, headers,
sewers,storm drains, structures and rough grade and a corresponding cut of fill to finished grade(or
flow line) indicated on a grade sheet.
SECTION 6 - 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:
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AGENCY shall mean San Juan Capistrano Community Redevelopment Agency whenever
appropriate.
BOARD shall mean the Board of Directors of the San Juan Capistrano Community Redevelopment
Agency.
CITY shall mean the City of San Juan Capistrano, acting as the sole authorized agent for the San
Juan Capistrano Community Redevelopment Agency.
ENGINEER shall mean Director of Public Works or other person(s) designated by same.
CONTRACTOR shall mean CONTRACTOR as defines herein or his authorized representative.
PROJECT MANGER shall mean Economic/Redevelopment Manager or his designee.
SECTION 7 - FLOW AND ACCEPTANCE OF WATER
Surface or other waters may be encountered 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 8 - WATER
Water will be available from the City of San Juan Capistrano. The AGENCY shall supply temporary
construction water services to the project site at no additional cost to the CONTRACTOR. All water
facility construction will conform to the"Standard Specifications," City of San Juan Capistrano,and
"The Uniform Plumbing Code," 2001 Edition. Contractor shall not modify in any manner the
temporary construction water services unless authorized in writing by the Engineer. Use of water
shall be limited to construction related activities exclusively. CONTRACTOR is highly encouraged
to conserve water. If City identifies abuse of water, CONTRACTOR will be notified to rectify the
situation. If follow-up abuse of water is identified,then City will start charging CONTRACTOR for
water used at regular City rate.
SECTION 9 - INSURANCE AND OVERHEAD COSTS
The Contractor shall receive no direct compensation for insurance, overhead and other incidental
cost for various items as shown in these Special Provisions such as move in cost,etc. Accordingly,
these costs should be prorated to the appropriate bid items.
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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 10 - PROTECTION OF EXISTING UTILITIES (UNDERGROUND SERVICE
ALERT
The Engineer has endeavored to show all existing utilities. The Contractor must,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 lease 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 11 - PROTECTION OF PRIVATE PROPERTY
The CONTRACTOR and all sub-consultants must remain within the construction zone to the best of
his/their ability. The Contractor must protect all existing private property,including but not limited
to structures, trees and landscaping. Prior to entering any private property, CONTRACTOR shall
contact PROJECT MANAGER and secure written approval.
SECTION 12 -PROTECTION OF EXISTING TREES
All trees that are designated as protected in place shall be protected during construction and at all
times. Such trees shall be fenced along the perimeter of the trees drip line with a construction fence
and shall be kept free from construction related materials and debris. There shall be NO PARKING
or STAGING of any vehicles or construction materials under the drip lines of said trees. The
perimeter of the construction fence shall include three(3)rows of sandbags to protect the drip lines
of said trees. All construction fences shall include a sign (12" x 12"), along the perimeter that
contains the wording: "TREE PROTECTION ZONE - NO PARKING OR STAGING OF ANY
VEHICLES OR CONSTRUCTION MATERIALS UNDER THE DRIP LINES OF THESE
TREES". Contractor shall construct and install said signs at no additional cost to the City.
CONTRACTOR shall take all precautionary measures to protect in place all trees and landscaping
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designated to be Protected in Place. Whenever roots of existing trees are encountered during the
trenching operations, the CONTRACTOR shall re-route the main line trenches, unless otherwise
approved by the Engineer. Where it is necessary to excavate adjacent to existing trees, the
CONTRACTOR shall use all possible care to avoid injury to trees and tree roots. Excavation in
areas where two (2) inch and larger roots occur shall be done by hand. All roots two(2)inches and
larger in diameter,except directly in the path of pipe or conduit,shall be tunneled under and shall be
heavily wrapped with burlap,to prevent scarring or excessive drying. Where a ditching machine is
run close to trees having roots smaller than two(2)inches in diameter the wall of the trench adjacent
to the tree shall be hand trimmed, making clean cuts through. Trenches adjacent to trees should be
closed within twenty-four(24)hours;and where this is not possible,the side of the trench adjacent to
the tree shall be kept shaded with burlap or canvas.
SECTION 13—PROTECTION OF LOS RIOS STREET
Los Rios Street shall be protected in-place and shall be kept free and clear from construction vehicles
and materials at all times. All construction related deliveries to the project site shall be routed via
Paseo Adelanto, or as approved by the Engineer.
SECTION 14 - CONSTRUCTION ZONE
Contractor shall protect property and facilities adjacent to the construction 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.
SECTION 15 - PRE-CONSTRUCTION COORDINATION MEETING
Prior to the commencement of construction, arrangements will be made for a meeting between the
Contractor, Engineer, Inspector, Archaeologist, Native American Monitor, utility representatives,
involved agency,city staff,and project consultants. The purpose of this meeting is to coordinate the
activities of the Contractor within the limits of this contract,review scheduling,discuss construction
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methods and clarify inspection procedures.
SECTION 16—CONSTRUCTION SCHEDULE
The Contractor will be required to submit a complete schedule showing the number of working days
required to complete each phase of the project. This schedule shall be approved by the ENGINEER
prior to the notice to proceed.
SECTION 17-NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
PROJECT SITE MAINTENANCE
Water Pollution Control.
No person shall commence or continue any construction project in the AGENCY that causes the
disturbance of existing ground by clearing, grading, saw cutting, or excavating without obtaining a
permit from the AGENCY.
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), Water Quality Order 99-08-
D WQ,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.
CAS0108740; and any subsequent modifications thereof; and
3. As described herein in these Contract Documents.
The CONTRACTOR shall prepare a Storm Water Pollution Prevention Plan (SWPPP) and shall
implement and maintain all appropriate measures to prevent polluted discharges, including erosion
control sediment, from entering storm water conveyance facilities. It is the responsibility of the
CONTRACTOR to maintain the site in compliance with the Stormwater regulations. Any fines
resulting from non-compliance of the Stormwater regulations imposed on the AGENCY shall be
deducted from the CONTRACTOR's retention.
Prior to mobilization,the CONTRACTOR'S shall provide the AGENCY with 2 copies of the S WPPP
for review. The AGENCY shall file a Notice of Intent (NOI) and obtain a Waste Discharge
Identification(WDID)prior to the award of Contract.
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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
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 S WPPP(as applicable),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 full BMP protection plan shall be activated when a 40%chance of
rain is forecasted. This person shall also be responsible for overseeing any site grading
operations and evaluating the effectiveness of the BMP's. This person shall modify the BMP's as
necessary to keep the 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.
3. 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 Engineer at the
conclusion of each training session, upon request.
4. 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 Engineer.
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 nun 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
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milling materials,and other pollutant into a stormwater conveyance facility with physical barriers.
Polluted discharges are prohibited from 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
unprotected 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 unless specifically approved by the CITY.
9. Drainage controls shall be utilized at all project locations. Nuisance flow resulting from
landscaping and irrigation runoff shall be retained on-site the extent of 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 drainage 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 BMP'S 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
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and every 24 hours during any prolonged rain event. The CONTRACTOR shall implement
special maintenance measures as required to meet all requirements at CONTRACTOR'S
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 and what modifications were made and SWPPP certification, as appropriate.
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,including 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 and what modifications were made and SWPPP
certification, as appropriate.
The CONTRACTOR shall monitor the project site for unmitigated non-stormwater discharge 24 hours
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 an
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 human 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 BMP'S
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.
Measurement and Payment
Full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for
preparation, updating and implementing the project SWPPP, for doing all work involved in
stormwater and erosion control practices; achieving and maintaining compliance with all applicable
regulations,including the General Construction Permit,as applicable;and for doing all work involved
in the implementation of an effective combination of erosion and sediment controls, waste and
materials management controls,and other BMPs,as required to prevent transport of pollutants from the
site to streets, drainage facilities or adjoining property by wind or runoff, to the maximum extent
69
practicable shall be included in the lump sum price as set forth in the Schedule of Work Items for
STORMWATER POLLUTION CONTROL/ BMPS (Bid Item No. 34). No additional
compensation will be allowed.
SECTION 18 -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"Corner Records"prepared for filing in the Office of the County
Surveyor. It also mandates that after construction,monuments are to be reset and"Corner 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 monuments have
been set or restored and Corner Records filed with, and to,the satisfaction of the County Surveyor.
All costs necessary to comply with this legislation shall be allocated to the appropriate bid item.
The Contractor will perform and be responsible for the accuracy of survey adequate for construction.
The Contractor shall preserve construction survey stakes and marks for the duration of their
usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such
replacement shall be by the Contractor at his expense. The Contractor shall dig all holes necessary
for line and grade stakes.
Unless Otherwise specified, stakes will be set and stationed by the Contractor for curbs, headers,
sewers,storm drains, structures and rough grade and a corresponding cut or fill to finished grade(or
flowline) indicated on a grade sheet.
SECTION 19 - 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.,"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
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0
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 20—CONSTRUCTION SIGNS
CONTRACTOR shall construct and install two(2)construction signs that measures 4 feet by 8 feet
with a maximum of 32 square feet. Said signs shall be located at Los Rios Street and at Paseo
Adelanto, location to be determined by the Engineer. Sign wording to be provided to
CONTRACTOR by the Engineer. Contractor shall construct and install said signs at no additional
cost to the City. This cost shall be included in mobilization bid item.
SECTION 21 —CONSTRUCTION NOISE LEVELS
A noise level limit of 65 dB(A) shall apply to all construction equipment on or related to the job
whether owned by the CONTRACTOR or not. The use of excessively loud warning signals shall be
avoided, except in those cases required for the protection of personnel.
END OF SPECIAL PROVISIONS SPECIFICATIONS
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DETAIL SPECIFICATIONS AND METHOD OF PAYMENT
SAN JUAN CAPISTRANO COMMUNITY REDEVELOPMENT AGENCY
THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT
PHASE II— 10 UNITS
LOS RIOS HISTORIC DISTRICT
MOBILIZATION, ROUGH GRADING, BMP
BID ITEM C-1 -PROJECT SURVEY
The work for this item shall consist of project survey by a licensed engineer or surveyor and
certification of construction to the required line and grade. 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 all labor,materials,tools and equipment necessary to
carry out the work as specified and no additional compensation shall be made therefore.
BID ITEM C-2 - ESTABLISH CENTERLINE TIES AND MONUMENTS
The work for this item shall consist of the establishment of center control ties and monuments by a
Registered Civil Engineer or licensed surveyor.
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 C-3 —MOBILIZATION
Mobilization shall conform to the provisions of Section 9-3.4 of the Standard Specifications. The
maximum price of this item shall not exceed 5 percent of the total contract price at the time of award.
PAYMENT
Pavement for mobilization shall be at the contract lump sum bid price and shall be payable as
follows for each payment upon approval of the Engineer:
DS-1
Payment of 50 percent(less retention)of the contract lump sum bid price for mobilization at the first
progress payment;
Payment of 75 percent(less retention)of the contract lump sum bid price for mobilization when the
monthly partial payment estimate of the base bid earned to date,not including the amount earned for
mobilization, is 30 percent or more of the contract base bid amount; and
Payment to 100 percent(less retention)of the contract lump sum bid price for mobilization when the
monthly partial payment estimate of the base bid earned to date,not including the amount earned for
mobilization, is 50 percent or more of the contract base bid amount.
BID ITEM C-4—CLEAR AND GRUB
This work shall consist of tree, shrub,turf,AC pavement,concrete sidewalk,and concrete curb 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 removal 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, "Preservation of
Property".
1. Protection of existing improvements which are to remain shall conform to Section 7-9 of the
Standard Specifications.
2. 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.
3. Cold planning and sawcutting of existing pavement per Subsection 30-1.3.2.
PAYMENT
Payment for clearing and grubbing shall be at the contract lump sum price and shall be considered
full compensation for removal and disposal of all resulting materials, and for furnishing all labor,
materials and incidentals for accomplishing the work as specified herein and no additional
compensation will be allowed therefore.
BID ITEM C-5 —REMOVE EXISTING HEADWALL AND TRASH RACK
The work for this item shall consist of the removal of the existing head wall and trash rack at the
existing drainage structure.
DS-2
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 C-6—CONSTRUCT DESILTING BASIN
The work for this item shall include the rough grading of a destiling basin and the installation of a CMP
riser connected to the existing storm drain.
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 C-7—CONSTRUCT CONCRETE COLLAR
Concrete Collar shall be constructed to join the desilting basin riser to the existing storm CMP storm drain
per A.P.W.A. standard plan 380-3.
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 C-8—PROVIDE ON-SITE BMPs AND EROSION CONTROL FOR THE DURATION OF
THE CONSTRUCTION
Provide On-Site BMPs and Erosion Control for the duration of the construction(Rough Grade&Precise
Grade) per the Erosion Control Plans.
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-3
SEWER IMPROVEMENTS
BID ITEM S-1—FURNISH AND INSTALL 15" PVC SDR-35 SEWER LINE WITH PIPE BEDDING
Sewer line and pipe bedding shall be constructed in accordance with City Standard Plan No. 804.
PAYMENT
The unit price bid per linear foot for sewer line and pipe bedding shall include all labor,materials,tools,
equipment necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM S-2—FURNISH AND INSTALL 8" PVC SDR-35 SEWER LINE WITH PIPE BEDDING
Sewer line and pipe bedding shall be constructed in accordance with City Standard Plan No. 804.
PAYMENT
The unit price bid per linear foot for sewer line and pipe bedding shall include all labor, materials,tools,
equipment necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM S-3 —FURNISH AND INSTALL 6" PVC SDR-35 SEWER LINE WITH PIPE BEDDING
Sewer line and pipe bedding shall be constructed in accordance with City Standard Plan No. 804.
PAYMENT
The unit price bid per linear foot for sewer line and pipe bedding shall include all labor, materials,tools,
equipment necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM S-4—FURNISH AND INSTALL 4" PVC SDR-35 SEWER LATERAL
Sewer Lateral,house lateral shall be constructed in accordance with City Standard Plan No. 803 and sewer
lateral detail on the plans.
PAYMENT
The unit price bid per linear foot for sewer lateral shall include all labor, materials, tools, equipment
necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM S-5 —CONSTRUCT 48" SEWER MANHOLE
DS-4
48" Sewer Manhole shall be constructed in accordance with City Standard Plan no. 801.
PAYMENT
The unit price bid per each for 48" sewer manhole shall include all labor, materials, tools, equipment
necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM S-6—CONSTRUCT SEWER CLEAN-OUT
Sewer clean-out shall be constructed in accordance with City Standard Plan No. 808.
PAYMENT
The unit price bid per each for sewer clean-out shall include all labor,materials,tools,equipment necessary
to construct the work, and no additional compensation will be made therefore.
BID ITEM S-7—BREAK INTO EXISTING SEWER MANHOLE AND CONNNECT PVC SEWER PIPE
Break into existing sewer manhole and connect 15",8"or 6"PVC sewer pipe per LACDPW standard plan
No. 2010-0 and City Special Provisions I-05. Modify manhole bottom as required to conform to City
Standard Plan No. 802.
PAYMENT
The unit price bid per each connection shall include all labor, materials, tools, equipment necessary to
construct the work, and no additional compensation will be made therefore.
BID ITEM S-B—FURNISH AND INSTALL 4"x6" PVC REDUCER
Install 4"x6" PVC reducer on the sewer lines as shown on the plans.
PAYMENT
The unit price bid per each reducer shall include all labor, materials, tools, equipment necessary to
construct the work, and no additional compensation will be made therefore.
BID ITEM S-9 - ABANDON EXISTING SEWER LINE
Abandon existing sewer line per city specifications and/or as directed by the City Inspector.
DS-5
PAYMENT
The unit price bid per linear foot for abandonment of existing sewer line shall include all labor,materials,
tools,equipment necessary to construct the work,and no additional compensation will be made therefore.
BID ITEM S-10 —ABANDON EXISTING SEWER MANHOLE
Abandon existing sewer manhole per city specifications and/or as directed by the City Inspector.
PAYMENT
The unit price bid per each abandonment of existing sewer manhole shall include all labor,materials,tools,
equipment necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM S-11 —ADJUST EXISTING SEWER MANHOLE TO GRADE
Adjust existing sewer manhole to grade, new rim elevation per plan.
PAYMENT
The unit price bid per each for adjust existing sewer manhole to grade shall include all labor, materials,
tools,equipment necessary to construct the work,and no additional compensation will be made therefore.
BID ITEM 5-12 — SEWER BY-PASS PUMPING
The 2003 sewer hydraulic model's estimated dry weather peak flow within the existing 18 inch trunk sewer
line is approximately 3.0 MGD with 1.75 MGD average flow over a 24-hour period. Since current
conditions are not known,the primary sewer by-pass system shall be designed to handle at least 120%of
the dry peak flow of approximately 3.6 MGD within the existing 18 inch trunk sewer. A"backup"by-pass
redundant pumping system, with a full time backup generator, shall also be able to handle 120% of the
peak flow. Both systems shall be manifold together for immediate switch over for emergency or testing.
Both systems shall be continuously manned 24 hours a day by a trained operator approved by the Engineer.
A by-pass plan shall minimally include the following elements and stipulations:
Location and configuration of pumping equipment for each by-pass as applicable.
Approximate pipe alignment for each by-pass.
Technical shop drawings for by-pass pump(s) indicating peak by-pass capacity.
Technical shop drawings for the by-pass piping system.
Spill response and notification procedures including emergency phone numbers.
The approved by-pass plan shall remain on-site during all portions of the work. Specific notification
requirements and procedures shall be finalized at the Pre-Construction Meeting.
DS-6
If significant abnormal rainfall occurs or is predicted during the Contract period,the Engineer may require
the Contractor to stop work and/or provide additional standby pumping capacity. Reasonable time
extensions will be granted and extra work will be paid for in accordance with the Standard Specifications.
The Contractor is solely responsible for any release of raw sewage due to failure of any component of the
by-pass pumping system. The Contractor is also responsible to make sure that no sewer service to any
adjacent business is disrupted. In the event that sewer service is disrupted to an adjacent business due to
construction of the trunk sewer replacement, house by-pass pumping will be necessary. This can be
performed by pumping sewage through individual house sewer cleanout. In case a sewer cleanout is not
found, Contractor shall construct an accessible sewer cleanout along the existing sewer lateral,per City of
San Capistrano Standard Plan 808. Any affected sewer lateral shall be reconnected as appropriate in
accordance with the City Standard Plan No. 803.
PAYMENT
The contract lump sump price for this item shall be considered full compensation for furnishing all labor,
materials, tools, equipment, apparatus and incidentals for doing all the work required and no additional
compensation shall be made therefore.
DS-7
WATER IMPROVEMENTS
BID ITEM W-1 —FURNISH AND INSTALL BOLLARD
Furnish and install bollard guard post around fire hydrant assembly and/or air & vacuum relief valve
assembly at locations per plan.
PAYMENT
The unit price bid per each for bollard guard post shall include all labor, materials, tools, equipment
necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM W-2—TRENCH, BACKFILL, AND RESURFACE STREET
Trench,backfill,and resurface street due to the construction of water lines per City Standard No. W-8 and
No. 700.
PAYMENT
The unit price bid per linear foot for trench,backfill,and resurface street shall include all labor,materials,
tools,equipment necessary to construct the work,and no additional compensation will be made therefore.
BID ITEM W-3 —FURNIHS AND INSTALL 8" PVC C-900 CL-200 WATER MAIN
Furnish and install 8" PVC C-900 CL-200 water main.
PAYMENT
The unit price bid per linear foot for 8"PVC C-900 CL-200 water main shall include all labor,materials,
tools,equipment necessary to construct the work,and no additional compensation will be made therefore.
BID ITEM W-4—CONSTRUCT THRUST BLOCK
Construct thrust block per City Standard Plan No. W14.
PAYMENT
The unit price bid per each for thrust block shall include all labor,materials,tools,equipment necessary to
construct the work, and no additional compensation will be made therefore.
DS-8
BID ITEM W-5 —CONSTRUCT 45°, 22.5°, OR 11.250 BEND
Construct 45°, 22.5°, or 11.25° bend in water main per plan.
PAYMENT
The unit price bid per each for water main bend shall include all labor, materials, tools, equipment
necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM W-6—FURNISH AND INSTALL AIR& VACUUM RELIEF VALVE ASSEMBLY
Furnish and install air& vacuum relief valve assembly per City Standard No. W-16.
PAYMENT
The unit price bid per each for air&vacuum relief valve assembly shall include all labor,materials,tools,
equipment necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM W-7—CONSTRUCT HOT TAP CONNECTION
Construct hot tap connection per City Standard No. W-22.
PAYMENT
The unit price bid per each for hot tap connection shall include all labor, materials, tools, equipment
necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM W-8—FURNISH AND INSTALL 2.50 HIGH DEFLECTION COUPLING
Furnish and install 2.5°high deflection coupling at locations shown on plan.
PAYMENT
The unit price bid per each for 2.5°high deflection coupling shall include all labor, materials, tools,
equipment necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM W-9—FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY
Furnish and install fire hydrant assembly per City Standard No. W-6.
PAYMENT
DS-9
The unit price bid per each for fire hydrant assembly shall include all labor, materials, tools, equipment
necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM W-10—FURNISH AND INSTALL 8" GATE VALVE AND VALVE BOX ASSEMBLY
Furnish and install 8" gate valve and valve box assembly per City Standard No. W-13.
PAYMENT
The unit price bid per each for 8" gate valve and valve box assembly shall include all labor, materials,
tools,equipment necessary to construct the work,and no additional compensation will be made therefore.
BID ITEM CW-1 I —FURNISH AND INSTALL 1"DOMESTIC WATER SERVICE WITH 1"METER&
BOX
Furnish and install 1" domestic water service with I" meter&box per City Standard No. W-1.
PAYMENT
The unit price bid per each for I" domestic water service with 1" meter & box shall include all labor,
materials,tools,equipment necessary to construct the work,and no additional compensation will be made
therefore.
DS-10
STREET IMPROVEMENTS
BID ITEM ST-1 — SAWCUT AND REMOVE EXISTING A.C. PAVEMENT
The work for this item shall consist of sawcutting and removal of existing asphalt concrete paving as
indicated on the plans and these specifications.
PAYMENT
The contract unit price per cubic yard 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 ST-2— SAWCUT AND REMOVE EXISTING CONCRETE DRIVEWAY
The work for this item shall consist of sawcutting and removal of existing concrete driveway as indicated
on the plans and these specifications.
PAYMENT
The contract unit price per cubic yard 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 ST-3 —CONSTRUCT 4" A.C.
The work for this item shall include the furnishing and placing of asphalt concrete as indicated on the plans
and these specifications. The workmanship and materials necessary to complete the work as required shall
conform to Section 302-5 of the Standard Specifications.
PAYMENT
The unit price bid per ton for asphalt concrete shall include all labor, materials, tools, equipment, and all
incidentals for accomplishing the work as specified herein including cold planning, and no additional
compensation will be allowed therefore.
BID ITEM ST-4—CONSTRUCT 5" A.B.
Crushed Aggregate Base shall conform to provisions of Section 200 and 211 of the Standard Specifications
and shall be constructed in accordance with Section 301 of the Standard Specifications.
PAYMENT
The unit price bid per cubic yard for crushed aggregate base shall include all labor, materials, tools,
DS-11
equipment necessary to construct all the work involved in placing and compaction of aggregate base,and
no additional compensation will be allowed therefore.
BID ITEM ST-5 —FURNISH AND INSTALL PRECAST CONCRETE WHEELSTOP
Furnish and install precast concrete wheelstop at locations shown on the plans.
PAYMENT
The unit price bid per each for precast concrete wheelstop shall include all labor, materials, tools,
equipment necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM ST-6—PAINT 4" WHITE STRIP
The Contractor shall furnish and apply traffic stripes and pavement markings shown on the plans or where
directed by the Engineer. Placement of striping and markings shall conform to the requirements of Section
84-1 and 84-3 of the Caltrans Standard Specifications and these Special Provisions.
Two applications of paint shall be made for all striping and markings. A minimum of seven(7)days but
no more than fourteen(14)days shall be provided between first and second coats. Striping/marking shall
be cat-tracked and approved by City Engineer prior to installation of first coat.
Water"Bourne"paint shall not be used.
PAYMENT
The unit price bid per linear foot for paint 4"white strip shall include all labor,materials,tools,equipment
necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM ST-7—CONSTRUCT 5"THICK CONCRETE DRIVEWAY WITH NO. 3 BARS 2 24"O.C.
Construct 5"thick concrete driveway with No. 3 bars at 24" on center in accordance to the soils report.
PAYMENT
The unit price bid per square foot for 5"thick concrete driveway with No. 3 bars at 24" on center shall
include all labor, materials, tools, equipment necessary to construct the work, and no additional
compensation will be made therefore.
BID ITEM ST-8 —FURNISH AND INSTALL NDS DURA CHANNEL DRAIN AND GRATE
DS-12
Furnish and install NDS Dura Channel drain and grate per manufacturer's specifications and
recommendations.
PAYMENT
The unit price bid per linear foot for NDS Dura channel drain and grate shall include all labor,materials,
tools,equipment necessary to construct the work,and no additional compensation will be made therefore.
BID ITEM ST-9 — REMOVE EXISTING SPEED BUMP AND RECONSTRUCT AT DIFFERENT
LOCATION
Remove the existing speed bump in conflict with the proposed entry street to the project site and construct
speed bump of equal dimensions immediately east of the street intersection and/or as directed by the City
Traffic Engineer.
PAYMENT
The unit price bid per square foot for the removal and reconstruction of the existing speed bump shall
include all labor, materials, tools, equipment necessary to construct the work, and no additional
compensation will be made therefore.
DS-13
PRECISE GRADING
BID ITEM PG-1 —CONSTRUCT 4"A.C. FOR DRIVEWAY PAVING
The work for this item shall include the furnishing and placing of asphalt concrete as indicated on the plans
and these specifications. The workmanship and materials necessary to complete the work as required shall
conform to Section 302-5 of the Standard Specifications.
PAYMENT
The unit price bid per ton for asphalt concrete shall include all labor, materials, tools, equipment, and all
incidentals for accomplishing the work as specified herein including cold planning, and no additional
compensation will be allowed therefore.
BID ITEM PG-2 —CONSTRUCT 5"A.B. FOR DRIVEWAY PAVING
Crushed Aggregate Base shall conform to provisions of Section 200 and 211 of the Standard Specifications
and shall be constructed in accordance with Section 301 of the Standard Specifications.
PAYMENT
The unit price bid per cubic yard for crushed aggregate base shall include all labor, materials, tools,
equipment necessary to construct all the work involved in placing and compaction of aggregate base, and
no additional compensation will be allowed therefore.
Connector pipe shall be constructed in accordance with APWA Standard Plan No. 300-2.
BID ITEM PG-3 —CONSTRUCT DRY WELL
Construct dry well per plan detail.
PAYMENT
The unit price bid per each for dry well shall include all labor, materials, tools, equipment necessary to
construct the work, and no additional compensation will be made therefore.
BID ITEM PG-4—FURNISH AND INSTALL ECORAIN SYSTEMS RAINTANKS
Furnish and install EcoRain Systems raintanks per manufacturer's recommendations.
PAYMENT
DS-14
The unit price bid per square foot for EcoRain Systems raintanks shall include all labor,materials,tools,
equipment necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM PG-5 —FURNISH AND INSTALL 36"RCP
Furnish and install 36" RCP per section"X-X" on sheet 2 of the precise grading plan.
PAYMENT
The unit price bid per linear foot for 36"RCP shall include all labor,materials,tools,equipment necessary
to construct the work, and no additional compensation will be made therefore.
BID ITEM PG-6—CONSTRUCT 10' WIDE DIRT EQUESTRIAN TRAIL
Construct 10' wide dirt equestrian trail per landscape plans.
PAYMENT
The unit price bid per square foot for dirt equestrian trail shall include all labor,materials,tools,equipment
necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM PG-7-CONSTRUCT 4"PERFORATED PVC PIPE BIORETENTION SWALE SUBDRAIN
Construct 4"perforated PVC pipe Bioretention swale subdrain per detail on sheet 2 of the precise grading
plans.
PAYMENT
The unit price bid per linear foot for Bioretention swale subdrain shall include all labor,materials,tools,
equipment necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM PG-8 —CONSTRUCT HEADWALL, PIPE INLET, AND CONCRETE PAD
Construct headwall,pipe inlet,and concrete pad per CalTrans Standard Plan D89(modified)per detail on
sheet 2 of the precise grading plan.
PAYMENT
The lump sum bid for headwall, pipe inlet, and concrete pad shall include all labor, materials, tools,
equipment necessary to construct the work, and no additional compensation will be made therefore.
DS-15
BID ITEM PG-9—INSTALL TRASH RACK
Install trash rack per APWA Standard Plan No. 361-1.
PAYMENT
The unit price bid per each for trash rack shall include all labor, materials,tools, equipment necessary to
construct the work, and no additional compensation will be made therefore.
BID ITEM PG-10—FURNISH AND INSTALL 12" ATRIUM GRATE
Furnish and install 12" atrium grate (NDS 1280) per plan.
PAYMENT
The unit price bid each 12" atrium grate shall include all labor, materials, tools, equipment necessary to
construct the work, and no additional compensation will be made therefore.
BID ITEM PG-11 —CONSTRUCT JUNCTION STRUCTURE WITH PRESSURE MANHOLE SHAFT
Construct junction structure with pressure manhole shaft and pressure plate detail without reducer per
APWA Standard Plan No. 321-1& 329-1.
PAYMENT
The unit price bid per each for stone junction structure shall include all labor,materials,tools,equipment
necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM PG-12 —FURNISH AND INSTALL 4" PERFORATED PVC SUBDRAIN PIPE
Furnish and install 4"perforated PVC subdrain pipe per plan.
PAYMENT
The unit price bid per linear foot for 4" perforated PVC subdrain pipe shall include all labor, materials,
tools,equipment necessary to construct the work,and no additional compensation will be made therefore.
BID ITEM PG-13 —FURNISH AND INSTALL 4" PVC DRAIN PIPE
Furnish and install 4" PVC drain pipe per plan.
DS-16
PAYMENT
The unit price bid per linear foot for 4"PVC drain pipe shall include all labor,materials,tools,equipment
necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM PG-14—FURNISH AND INSTALL 6" PVC DRAIN PIPE
Furnish and install 6" PVC drain pipe per plan.
PAYMENT
The unit price bid per linear foot for 6"PVC drain pipe shall include all labor,materials,tools,equipment
necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM PG-15 —FURNISH AND INSTALL 8"PVC DRAIN PIPE
Furnish and install 8" PVC drain pipe per plan.
PAYMENT
The unit price bid per linear foot for 8"PVC drain pipe shall include all labor,materials,tools,equipment
necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM PG-16—FURNISH AND INSTALL 10"PVC DRAIN PIPE
Furnish and install 10" PVC drain pipe per plan.
PAYMENT
The unit price bid per linear foot for 10"PVC drain pipe shall include all labor,materials,tools,equipment
necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM PG-17—FURNISH AND INSTALL BOLLARD
Furnish and install bollard guard post at locations per plan.
PAYMENT
The unit price bid per each for bollard guard post shall include all labor, materials, tools, equipment
necessary to construct the work, and no additional compensation will be made therefore.
DS-17
BUILDING
BID ITEM B-1—CONSTRUCT RAISED CONCRETE FOUNDATIONS FOR ALL NC-01 HOMES
The work for this item shall consist of forming, pouring and finishing the concrete foundations for
the seven two-bedroom (NC-01) manufactured homes, per the recommendations by Silvercrest
Homes and the Geosoils Engineer.
PAYMENT
The unit price bid per square foot 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 B-2—CONSTRUCT RAISED CONCRETE FOUNDATIONS FOR 3-NC-11047 HOMES
The work for this item shall consist of forming,pouring and finishing the concrete foundations for
the three one-bedroom (NC-11047) manufactured homes, per the recommendations by Silvercrest
Homes and the Geosoils Engineer.
PAYMENT
The unit price bid per square foot 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 B-3 —FURNISH AND INSTALL ON FOUNDATIONS 7-NC-01 SILVERCREST
MANUFACTURED HOMES
The work for this item shall consist of furnishing and having installed on the concrete foundations
the seven two-bedroom (NC-01) manufactured homes as specified in the Architecture plans.
PAYMENT
The unit price bid per each 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 B-4—FURNISH AND INSTALL ON FOUNDATIONS 3-NC-11047 SILVERCREST MFD.
HOMES
The work for this item shall consist of furnishing and having installed on the concrete foundations
the three one-bedroom (NC-11047) manufactured homes as specified in the Architecture plans.
PAYMENT
The unit price bid per each 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-18
BID ITEM B-S—CONSTRUCT COVERED FRONT PORCHES, DECKS, RAILINGS AND RAMPS
The work for this item shall consist of constructing covered front porches,decks,railings and ramps
at the three one bedroom (NC-11047) manufactured homes as specified in details on sheets A-6
through A-9 of the Architecture plans.
PAYMENT
The unit price bid per each 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 B-6—CONSTRUCT CARPORTS WITH STORAGE CABINETS
The work for this item shall consist of constructing ten carports, each with storage cabinets, for all
manufactured homes per details on sheets A-4 and A-5 of the Architecture plans.
PAYMENT
The unit price bid per each 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 B-7—FURNISH AND INSTALL CONCRETE WHEEL STOPS IN ALL CARPORTS
The work for this item shall consist of furnishing and installing concrete wheel stops in the ten
carports per detail b/A-5 of the Architecture plans.
PAYMENT
The unit price bid per each 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 B-8—CONSTRUCT CONCRETE PADS FOR PICNIC TABLES
The work for this item shall consist of forming,pouring and finishing two(2)concrete pads for the
picnic tables, as detailed in the landscape plans.
PAYMENT
The unit price bid per square foot 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 B-9— SUPPLY AND INSTALL TWO 8' LONG PICNIC TABLES
The work for this item shall consist of furnishing and installing two(2)picnic tables,as specified in
detail k/L-3 of the landscape plans.
DS-19
October 13, 2007
Via FAX and U.S. Mail
Addendum No. 1
San Juan Capistrano
Little Hollywood Affordable Housing Project-Phase II
The following clarifications and revisions to the plans and specifications are
promulgated through this addendum:
BID ITEM B- 3 and 4—OCCUPATIONAL LICENSE REQUIREMENT
According to State Health and Safety Code Section 18000 et al purchasing and installing
manufactured units requires the retention of an Occupational License. The contractor for
the Little Hollywood Affordable Housing Project-Phase II is required to have a valid
California Department of Housing and Community Development Occupational License.
Should a contactor not have an Occupational License, a subcontractor with an
Occupational License may be utilized to full this requirement.
PAYMENT
The lump sum payment for the purchase and installation of the manufactured units shall
include all labor, materials, tools and equipment and no additional compensation shall
be made therefore.
A signed copy of this addendum along with the revised Schedule of Work Items (page
17) shall accompany the bid.
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I 4
Contractor Douglas D: Dumhart
Economic Development Manager
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BUILDING
Item Approx. Work Items With Unit Price Unit Price Total Amount
Quantijy
(Written in Words) (In Figures)
B-1 7 EA Construct raised concrete foundations for 2 $ $
bedroom(NC-01) Silvercrest manufactured
homes for the unit price of
dollars per each.
B-2 3 EA Construct raised concrete foundations for 1 $ $
bedroom(NC-11047) Silvercreset
manufactured homes for the unit price of
dollars per
each.
B-3 7 EA Supply and install on foundations,by an $ $
occupational licensed contractor,the 2
bedroom(NC-01)Silvercrest manufactured
homes with covered front porches & decks
for the unit price of
dollars per each as specified in the
architecture ans.
B-4 3 EA Supply and install on foundations,by an $ $
occupational licensed contractor,the 1
bedroom (NC-11047) Silvercrest
manufactured homes for the unit price of
dollars per
each as specified in the architecture pians.
B-5 3 EA Construct covered front porches, steps, $ $
decks,railings and ramps for all l bedroom
(NC-11047) Silvercrest homes for the unit
price of dollars
per each per the details on the architecture
plans.
B-6 10 EA Construct carports with storage cabinets for $ $
all homes for the unit price of
dollars per each per
the details on the architecture plans.
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17
November 7, 2008
Via FAX and U.S. Mail
Addendum No. 2
San Juan Capistrano
Little Hollywood Affordable Housing Project-Phase II
The following clarifications and revisions to the plans and specifications are
promulgated through this addendum:
A. ADDITION OF DRY UTILITIES SPECIFICATIONS AND PLANS
The dry utilities to the project have been included with the Little Hollywood Affordable
Housing Project-Phase ll. The details to this inclusion are illustrated on the attached
Preliminary Plan-Construction Order for the Little Hollywood Extension. This inclusion
affects the Schedule of Work Items page 30a through 30c, and the Detailed
Specifications section page DS-43 through DS-46.
PAYMENT
The lump sum payment for the construction of the Dry Utilities plans shall include all
labor, materials, tools and equipment and no additional compensation shall be made
therefore.
B. ADDITION OF BID ITEMS S-13 B-20 B-21 B-22 W-12 AND UPDATE TO W-11
TO THE SPECIFICATIONS PACKET
The bid items S-13, B-20, B-21, B-22, W-12, and the update to W-11 have been
included to the Little Hollywood Affordable Housing Project-Phase II Specifications. This
inclusion does not change the Little Hollywood Affordable Housing Project-Phase II
Plans. This inclusion affects the Schedule of Work Items pages 9, 11, and 19, and the
Detailed Specifications section pages DS-7, DS-10, and DS-22.
PAYMENT
The lump sum and linear feet payments for the supply, installation and construction of
the above listed bid items shall include all labor, materials, tools and equipment and no
additional compensation shall be made therefore.
C. CLARIFICATION OF DISCREPANCY BETWEEN SPECIFICATIONS AND
PLANS:
There have been several discrepancies noted between the Specifications numbers and
the Plans. The following bid items have alternate quantities. Each item has the page
number, bid item, original quantity, and updated quantity listed.
v
Bid Item Pae Number Original Quantity Updated Quantity
S-5 8 3 EA. 6 EA.
S-9 9 273_L.F. 592 L.F.
W-2 10 29 L.F. 131 L.F.
W-10 11 5 EA. 11 EA.
PAYMENT
The lump sum, linear foot, or square foot payment for the supply, installation and/or
construction of the above listed bid items shall include all labor, materials, tools and
equipment and no additional compensation shall be made therefore.
D. ADDITION OF STRUCTURAL ENGINEERING CALCULATIONS
To ensure the most accurate bidding, the Structural Engineering Calculations and
Drawings are being included within the Little Hollywood Affordable Housing Project-
Phase 11 Plans and Specifications for review. Essentially complete stole
PAYMENT
The payments for the supplying, installing and/or constructing the items effected by the
Structural Engineering Calculations shall include all labor, materials, tools and
equipment and no additional compensation shall be made therefore.
A signed copy of this addendum along with the revised Schedule of Work Item shall
accompany the bid.
Contractor Dougl s D. Dumhart
Economic Development Manager
The Following Documents
Relate to Addendum No . 2 A
LITTLE HOLLYWOOD EXTENSION
/ 1-DB2• PRELIMINARY PLAN
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SCHEDULE OF WORK ITEMS
THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT
PHASE II— 10 UNITS
LOS RIOS HISTORIC DISTRICT
DRY UTILITIES
Item Approx. Work Items With Unit Price Unit Price Total Amount
Quantity
(Written in Words) In Fi ures
DU-1 760 L.F. Trench main -4 party joint trench (E, G, $ $
T, C) for the per linear foot price of
dollars.
DU-2 50 L.F. Trench main- 3 party joint trench (E,T, $ $
C) for the per linear foot price of
dollars.
DU-3 50 L.F. Trench main -2 party joint trench (T, C) $ $
for the per linear foot price of
dollars.
DU-4 60 L.F. Trench main - 1 party joint trench (G) S $
for the per linear foot price of
dollars.
DU-5 920 L.F. Apply 3" sand cushion for the per linear $ $
foot price of
dollars.
30-a
DU-6 760 L.F. Apply 12" sand shade over electric for $ $
the per linear foot price of
dollars.
DU-7 860 L.F. Apply 6" sand shade over CATV & $ $
Telephone for the linear foot price of
dollars.
DU-8 820 L.F. Apply 12" sand shade over gas for the $ $
per linear foot price of
dollars.
DU-9 1270 Furnish and install 2" conduit, electric $ $
L.P. (sch 40) including pullrope, sweeps, and
mandrel all conduit as required for the
per linear foot price of
dollars.
DU-10 530 L.F. Furnish and install 4" conduit, $ $
telephone (sch 40) including pullrope,
sweeps, and mandrel all conduit as
required for the per linear foot price of
dollars.
DU-11 390 L.F. Furnish and install 2" conduit, $ $
telephone (sch 40) including pullrope,
sweeps, and mandrel all conduit as
required for the per linear foot price of
dollars.
30-b
DU-12 4 EA. Provide excavation, material and labor $ $
(including ground rods & rock base
&/or slurry)as required for SDG&E
3312 for the per unit price of
dollars.
DU-13 2 EA. Provide excavation,material and labor $ $
(including ground rods& rock base
&/or slurry) as required for SDG&E
3421 transformer pad for the per unit
price of
dollars.
DU-14 4 EA. Provide excavation, material and labor $ $
(including ground rods & rock base
&/or slurry) as required for AT&T
17'x30" splice box for the per unit price
of
dollars.
DU-15 4 EA. Provide trench notch for Cox $ $
Communication structures (to be
installed by others). Item includes
excavation, material and labor
(including ground rods& rock base
&/or slung) as required for the per unit
price of
dollars.
DU-16 10 EA. Provide service extensions for the per $ $
unit price of
dollars.
DRY UTILITIES SUB-TOTAL $
30-c
A I I . •
DRY UTILITIES
BID ITEM DU-I -TRENCH MAIN-4 PARTY JOINT TRENCH (E G T Q
The work for this item shall consist of a trench main - 4 party joint trench (E, G, T, C).
PAYMENT
The per linear foot 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 DU-2 -TRENCH MAIN- 3 PARTY JOINT TRENCH (E, T, Cl
The work for this item shall consist of a trench main - 3 party joint trench (E,T, Q.
PAYMENT
The per linear foot 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 DU-3 —TRENCH MAIN -2 PARTY JOINT TRENCH (,T, Cl
The work for this item shall consist of a trench main -2 party joint trench(T, C).
PAYMENT
The per linear foot 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 DU-4—TRENCH MAIN - 1 PARTY JOINT TRENCH (G)
This work shall consist of a trench main - I party joint trench (G).
PAYMENT
The per linear foot price for this item shall include all labor, materials, tools and equipment
necessary to cagy out the work as specified and no additional compensation shall be made therefore.
BID ITEM DU-5—3" SAND CUSHION
DS-43
The work for this item shall consist of the application of a 3" thick sand cushion.
PAYMENT
The per linear foot 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 DU-6— 12" SAND SHADE OVER ELECTRIC
The work for this item shall consist of the application of a 12" sand shade over electric.
PAYMENT
The per linear foot 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 DU-7—6" SAND SHADE OVER CATV &TELEPHONE
The work for this item shall consist of the application of a 6" sand shade over CATV&Telephone.
PAYMENT
The per linear foot 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 DU-8— 12" SAND SHADE OVER GAS
The work for this item shall consist of the application of a 12" sand shade over gas.
PAYMENT
The per linear foot 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.
li
BID ITEM DU-9—2" CONDUIT, ELECTRIC (SCH 40)
The work for this item shall consist of furnish and install 2" conduit, electric (sch 40) including
DS-44
pullrope, sweeps, and mandrel all conduit as required
PAYMENT
The per linear foot 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 DU-10—4" CONDUIT, TELEPHONE (SCH 40)
The work for this item shall consist of furnish and install 4" conduit, telephone(sch 40) including
pullrope, sweeps, and mandrel all conduit as required.
PAYMENT
The per linear foot 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 DU-11 —2" CONDUIT, TELEPHONE (SCH 40)
The work for this item shall consist of furnish and install 2" conduit,telephone(sch 40) including
pullrope, sweeps, and mandrel all conduit as required.
PAYMENT
The per linear foot 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 DU-12 —SDG&E 3312
The work for this item shall consist of the excavation,material and labor(including ground rods&
rock base&/or slurry)as required for SDG&E 3312,
PAYMENT
The per unit 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 DU-13 — SDG&E 3421 TRANSFORMER PAD
DS-45
i
The work for this item shall consist of the excavation, material and labor(including ground rods&
rock base&/or slurry)as required for SDG&E 3421 transformer pad.
PAYMENT
The per unit 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 DU-14—AT&T 17"00" SPLICE BOX
The work for this item shall consist of the excavation,material and labor(including ground rods&
rock base &/or slurry) as required for AT&T 17"00" splice box.
PAYMENT
The per unit 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 DU-15 —COX COMMUNICATION STRUCTURES
Provide trench notch for Cox Communication structures (to be installed by others). Item includes
excavation, material and labor(including ground rods&rock base &/or slurry) as required.
PAYMENT
The per unit 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 DU-16—SERVICE EXTENSIONS
The work for this item shall consist of service extensions.
PAYMENT
The per unit 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-46
The Following Documents
Relate to Addendum No . 2 B
S-9 273 L.F. Abandon and Remove Existing Sewer Line $ $
for the unit price of
dollars per linear foot.
5-10 2 EA. Abandon and Remove Existing Sewer $ $
Manhole for the unit price of
dollars per each.
S-11 4 EA. Adjust to Grade Existing Sewer Manhole for $ $
the unit price of
dollars per each.
5-12 1 LS Supply and implement sewer by-pass $ $
pumping for the lump sum of
dollars.
5-13 17 L.F. Trench, Backfill, and Resurface Street for $ $
the unit price of
dollars per linear foot.
SEWERIMPROVEMENTS SUB-TOTAL $
9
W-9 2 EA. Construct Fire Hydrant Assembly for the $ $
unit price of
dollars per each.
W-10 5 EA. Construct 8" Gate Valve and Valve Box $ $
Assembly for the unit price of
dollars per each.
W-11 10 EA. Furnish and Install 1" Domestic Water $ $
Service line for the per linear foot price of
dollars each.
W-12 209 L.F. Furnish and Install 1" Domestic Water Meter $ $
& Box for the unit price of
_dollars per linear foot.
WATERIMPROVEMENTS SUB-TOTAL $
i
11
B-17 2,304 SF Construct 4"thick sidewalks with stoops at $ $
all houses for the unit price of
dollars per square foot
per detail b/L-5 on the landscape plans.
B-18 373 LF Constrict 4'high wood fence enclosure at all $ $
houses for the unit price of
dollars per linear foot per
details d/L-5 on the landscape plans.
B-19 680 LF Construct equestrian fence for the unit price $ $
of
dollars per linear foot per detail a/L-5 on the
landscape plans.
B-20 36 EA. Furnish and Install 12"-18" boulders as part $ $
of the stone stacking for the unit price of
dollars
per detail b/L-4 on the landscape plans.
B-21 57 EA. Furnish and Install 9"-12" cobble as part of $ $
the stone stacking for the unit price of
dollars
per detail b/L-4 on the landscape plans.
B-22 123 EA. Furnish and Install 6"-9" cobble as part of $ $
the stone stacking for the unit price of
dollars
per detail b/L-4 on the landscape plans.
BUILDING SUB-TOTAL $
19
If significant abnormal rainfall occurs or is predicted during the Contract period,the Engineer may require
the Contractor to stop work and/or provide additional standby pumping capacity. Reasonable time
extensions will be granted and extra work will be paid for in accordance with the Standard Specifications.
The Contractor is solely responsible for any release of raw sewage due to failure of any component of the
by-pass pumping system. The Contractor is also responsible to make sure that no sewer service to any
adjacent business is disrupted. In the event that sewer service is disrupted to an adjacent business due to
construction of the trunk sewer replacement, house by-pass pumping will be necessary. This can be
performed by pumping sewage through individual house sewer cleanout. In case a sewer cleanout is not
found,Contractor shall construct an accessible sewer cleanout along the existing sewer lateral,per City of
San Capistrano Standard Plan 808. Any affected sewer lateral shall be reconnected as appropriate in
accordance with the City Standard Plan No. 803.
PAYMENT
The contract lump sump price for this item shall be considered full compensation for furnishing all labor,
materials, tools, equipment, apparatus and incidentals for doing all the work required and no additional
compensation shall be made therefore.
BID ITEM S-13 —TRENCH, BACKFILL, AND RESURFACE STREET
Trench,backfill,and resurface street due to the construction of water lines per City Standard No. W-8 and
No. 700.
PAYMENT
The unit price bid per linear foot for trench,backfill,and resurface street shall include all labor,materials,
tools, equipment necessary to construct the work,and no additional compensation will be made therefore.
DS-7
The unit price bid per each for fire hydrant assembly shall include all labor, materials, tools, equipment
necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM W-10—FURNISH AND INSTALL 8" GATE VALVE AND VALVE BOX ASSEMBLY
Furnish and install 8"gate valve and valve box assembly per City Standard No. W-13.
PAYMENT
The unit price bid per each for 8" gate valve and valve box assembly shall include all labor, materials,
tools,equipment necessary to construct the work,and no additional compensation will be made therefore.
BID ITEM W-11 —FURNISH AND INSTALL 1" DOMESTIC WATER SERVICE LINE
Furnish and install 1" domestic water service per City Standard No. W-1.
PAYMENT
The unit price bid per linear foot for I"domestic water service line shall include all labor,materials,tools,
equipment necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM W-12—FURNISH AND INSTALL 1"DOMESTIC WATER METER& BOX
Furnish and install 1"domestic water meter& box per City Standard No. W-1.
PAYMENT
The unit price bid per each for 1"meter&box shall include all labor,materials,tools,equipment necessary
to construct the work, and no additional compensation will be made therefore.
DS-10
plan, building the low fencing per detail c&d/L-5 of the Landscape plans including posts and
footings at all changes in direction and at intermediate locations approximately 8' on center.
PAYMENT
The unit price bid per linear foot 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 B-19—CONSTRUCT CONCRETE STEPS IN WALKS AS INDICATED
The work for this item shall consist of constructing six hundred and eighty (680) linear feet of
equestrian fence per detail a/L-5 of the landscape plans.
PAYMENT
The unit price bid per linear foot 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 B-20—FURNISH AND INSTALL 12"-18" BOULDERS STONE STACKING
Furnish and install 12"-18" boulders as part of the stone stacking wall per detail b/L-4 on the landscape
plans.
PAYMENT
The unit price bid per each for 12"-18" boulders shall include all labor,materials, tools, equipment
necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM B-21 —FURNISH AND INSTALL-"-12" COBBLE STONE STACKING
Furnish and install 9"-12"cobble as part of the stone stacking wall per detail b/L-4 on the landscape plans.
PAYMENT
The unit price bid per each for 9"-12" cobble shall include all labor, materials,tools, equipment
necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM B-22—FURNISH AND INSTALL 6"-9" COBBLE STONE STACKING
Furnish and install 6%9" cobble as part of the stone stacking wall per detail b/L-4 on the landscape plans.
PAYMENT
The unit price bid per each for 6"-9"cobble shall include all labor,materials,tools,equipment necessary to
construct the work, and no additional compensation will be made therefore.
DS-22
The Following Documents
Relate to Addendum No . 2 D
8 H I M A J I
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lake forest,as.92830
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988�770-98821ax
STRUCTURAL
CALCULATIONS
for
LITTLE HOLLYWOOD
Lots 1-10
Landscape Improvements
San Juan Capistrano, CA
ARCHITECT: Land Concem,Ltd.
SL(Job N 08061
Building Deparimenl Submittal
November 5,2008
S$IMAJI&LASCOLA
structural engineers
SHEET
JOB
LITTLE HOLLYWOOD EX=SIGN
ESCAPE STRUCTURES LOTS 1-10
26581 RAMOS STREET SAN jUAN CApISTgANO,CA
DESIGN LOADS:
WIND: (ASCE 705)
VELOCITY: 90 MPH(3 SEC.GUST)
EXPOSURE: B
STRUCTURE TYPE: PARTIALLY ENCLOSED GABLE ROOF
MEAN EXP,HEIGHT: 10'•0"
Iw= LO
KZT=1.0 KZ -0.7
Ka =0.85
qb=t 0.00256 KZKrrKdV2
GCP, = •055
OCPF = VARIES
SEISMIC: (ASCE 7-05)
NON BUILDING STRUCTURES-CH. 15
INVERTED PENDULUM R=2.0
SITE CLASS D
OCC,CATEGORY H
S3=1.37 S,=0.49
Sos=0.92 SDI=0.49
Ig=1.0
SEISMIC DESIGN CATEGORY D
2
Conterminous 48 States
2005 ASCE 7 Standard
Latitude = 33.503
Longitude = -117.667
Spectral Response Accelerations Ss and S1
Ss and S1 = Mapped Spectral Acceleration Values
Site Class B - Fa = 1.0 ,Fv= 1.0
Data are based on a 0.01 deg grid spacing
Period $a
(sec) (g)
0.2 1.373 (Ss, Site Class B)
1.0 0.491 (S1, Site Class B)
Conterminous 48 States
2005 ASCE 7 Standard
Latitude =33.503
Longitude= -117.667
Spectral Response Accelerations SMs and SM1
SMs= FaxSsand SMI = FvXS1
Site Class D - Fa = 1.0 ,Fv= 1.509
Period Sa
(sec) (g)
0.2 1.373(SMs, Site Class D)
1.0 0.742 (SM1, Site Class D)
i
I
Conterminous 48 States
2005 ASCE 7 Standard
Latitude = 33.503
Longitude= -117.667
Design Spectral Response Accelerations SDs and SD1
SDs =2/3 x SMs and SD1 = 2/3 x SM1
Site Class D - Fa = 1.0 ,Fv= 1.509
Period Sa
(sec) (g)
0.2 0.916 (SDs, Site Class D)
1.0 0.494 (SD1, Site Class D)
• •
SHIMArr&L ISCOLA
JOB ®���/ structural engineers
LZ,� SHEET NO.
ENGINEER %' DATE
DESIGN OF fAQ Wq/ -
R = l20 At,
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ENGINEER !7 DATE
DESIGN OF d4rM97- 7 05 WND 1,?P7NGr-
a�
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SHEET NO. S
ENGINEER %7 DATE
DESIGN OF p Gri
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JOB SHEET NO. rev
ENOMEER DATE
DESIGN OF k iN! OV D
I I
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PiroFrrT
Title: Job# 7
Dsgnr: Date: 3:22PM, 4 NOV 08
Description:
Scope:
lieu: 580005 -�
Timber Beam &JoistZF
Description DECK FRAMING
Timber Member Information :ode Ref:1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000.Bess aliowables are user defined
ROOF YAKS FLOOR 101514 FS.a STMA AOOF BPA% Kom SEW 1 F DOR HFAH 2
$HONG
Timber Section 2a6 286 2r6 6.12 49 2x6
Beam Wdth in 1.50D 1.500 1.500 5.500 3.500 1.500
Baum Depth In 5.500 5.500 5.500 11.500 5.500 5.500
Le:Unbraced Length 11 0.00 0.00 0.00 1.33 1.33 0.00
Timber Grade Dapbs Hr- Dougles Fh- Doupbs FF- Dougal Hr- Douglas Or- Douglas Hr-
Ixdl,No.l Uah,No.l Inch,No.l With.No.l - UrN,Ib.l larch,No.l
Fb-Basic Pillow psi 1,000.0 11000.0 1,D00.0 1,350.0 1,000.0 1,000.0
Fv-Basic Allow psi 180.0 180.0 180.0 170.0 180.0 180.0
Elastic Modulus ksi 1,700.0 1,700.0 1,700.0 11600.0 1,700.0 1,700.0
Load Duratlon Factor 1.250 1.000 1.000 1.250 1.000 1.000
Member Type Sawn Sawn Sawn Sawn Sawn Sawn
Repetitive Status I No No No No No No
Center Span Data
Span it 8.50 4.25 4.25 9.75 7.83 5.00
Dead Load #/8 13.30 13.30 13.30 65.00 48.00 23.00
Live Load #/it 26.60 53.20 53.00 95,00 190.00 90.00
Point#1 OL lbs 43.00
LL Ills 170.00
ax R 2.500
Results Ratio= 0.3519 0.1833 0,4446 0.1117 0.9554 0.4310
Mmax@Canter in-k 4.32 1.80 4.37 22.81 21.89 4.24
@X= fl 4.25 2.12 2.50 4.87 3.91 2.50
fb:Actual psi 571.8 238.2 578.0 188.2 1,240.4 560.3
Fb:Allowable psi 1,625.0 1,300.0 1,300.0 1,684.9 1,298.3 1,300.D
Banding OK Bendblg OK Ber,plm OK Sending OK Sending OK Sending OK
fv:Actual psi 27.6 20.3 43.1 14.9 64.5 42.3
Fv:Allowable psi 225.0 180.0 180.0 212.5 180.0 180.0
-Shur OK shear OK Shear OK Sheer OK Shear OK Shaur OK
Reactions
@Left End DL Ibs! 56.52 28.26 45.97 316.87 187,92 57.50
LL Ibs; 113.05 113.05 182.62 463.12 743.85 225.00
Max.DL+LL lbs! 169.57 141.31 228.59 780.00 931.77 282.50
Right End DL Ibs! 56.52 28.26 53.56 316.87 187.92 57.50
LL Ibs' 113.05 113,05 212.62 A63.12 743.85 225.00
Max.DL+LL lbs 169.57 141.31 266,18 780.00 931.77 282.50
Deflections Rego OK Deflection OK Deflection OK Deflection OK Deflection OK Deflection OK
_ aa.
Center DL Deg int -0.044 -0.003 -0.006 .0.012 -0.049 -0.009
L/Defi Ratio 2,308.6 18,468.8 8.526.6 9,873.7 1,909.4 6,558.7
Center LL Deg Inj -0.088 -0.011 -0.024 -0.017 -0.195 -0.036
UDefl Ratio 1,154.3 4,617.2 2,148.8 6,755.7 482.4 1,876.1
Center Total Deg in -0.133 -0.014 -0.030 .0.029 .0.244 -0.045
Location ft 4.250 2.125 2.193 4.875 3.915 2.500
UDefl Ratio 769.5 3,693.8 1,716,3 4,011.2 385.1 1,335.0
SHIMAR& LASCOLA
structural engineers Q
J08 SHEET NO. o
ENGINEER DATE
DESIGN OF R
I
r� I,6a i
w C = 1i(0 (9 ear.
14x2.25 = 32?:7'�
(•331 = 3Z�Axt2 /6-f O,G{�✓
i p c
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MM, a
a - a• ro�� as � �
SP
n
P� �
Title: Job#
Dsgnr: Dale: 4:26PM, 4 NOV 08
Description:
Scope:
_ Code Ref:ACI$18-02,1997 UBC,2003 IBC.2003 NFPA 5000
Rev:seoo+e -
Cantilevered Retain-ing Wall Design aaae: ?a
Description EQ. BRIDGE WALL
Criteria - Soil Data Footing Strengths&Dimensions
r isr�esaaavro �sssaw�s
Retained Height = 4.75 ft Allow Soil Bearing = 1,500,0 psf rc = 3,000 psi FY = 60,000 psi
Wait height above sof = 1.00ft Equivalent Fluid Pressure Method MIn.As% = 0.0014
Heel Active Pressure - 35,0 psflft Toe Width = 1.17ft
Slope Behind Wall = 0.00:1 Toa Active Pressure = 35.0 psfift Heel Width = 1.63
Height of Soil over Toe = 24.00 In Passive Pressure = 150.0 psf/ft Total Footing Width -3-,w
Soil Density = 110.00 pcf Water height over heel 0.0 ft Footing Thickness = 12.00 In
FooBngllSoll Friction 0.309 Key Width = 0.00 in
Wind on Stem = 0.0 psi Soil height to Ignore Key Depth = 0.00 In
for passive pressure = 0.00 in Key Distance from Toe = 0.00 ft
Cover Q Top = 3,00 In Q Btm: 3.00 in
Surcharge Loads -h Su ct ergs Over Hee 199.9 psi Surcharge Over Toe = 0.0 psi
■r�at_i�er. Usetl To Resist Sliding&Overturning Used for Sliding&Overturning
Design Summary Std em Construction Top stem
Stem OK
Total Bearing Load = 2,077 Ibis Design height ft= 0.00
...muhant am. = 5.56 in Wan Material Above-Hr = Masonry
Soil Pressure Q Toe 1,334 psf OK Thickness _ 8.00
Soil Pressure Q Heel = 51 psf OK Rebar Size - # 4
Allowable = 1.500 psf Rebar Spacing 16.00
Soil Pressure Less Than Allowable Rebar Placed at - Edge
ACI Factored Q Toe = 1,723 psf Design Data ---- ---- -
ACI Factored Q Heel = 65 psf fb/FB+fa/Fa - 0.655
Total Force Cit Section lbs= 476.0
Footing Shear Q Toe = 10.1 psi OK Moment....Actual ft.#= 937.5
Footing Shear Q Heel = 15.4 psi OK Moment.....Allowable = 1,431.8
Allowable = 93.1 psi Shear.....Actual psf= 8.3
Wall Stability Ratios
Overturning 2.32 OK
Shear.....Allowable psi= 38.7
=
Sliding = 1.70(Vertical Go Bar Develop ABOVE Ht. In- 24.00
Sliding Calcis (Vertical Component Used) Bar Lap/Hook BELOW HL In 6.00
Lateral Sliding Force = 761.5 lbs Wall Weight = 84.0
fess 100%Passive Ford - 675.0 Ibis Rebar Depth 'd' In= 5.25
less 100%Friction Force= - 623.2 be Marsonry Date --- --
Added Force Req'd = 0r
.0 lbs OK psi= 1,500
....for 1.5:1 Stability = 0.0 his OK Fa psi= 24,000
Solid Grouting Yes
Fooing Design Results Special Inspection = vee
-r t
ar a Modular Ratlo'n' = 21.48
Toe Heel Short Term Factor = 1.000
Factored Pressure 1,723 65 psf Equiv.Solid Thick. in= 7.60
Mu':Upward = 1,313 0ft-# Masonry Block Type Normal Welght
Mu':Downward 460 1,281 ft-# Concrete Data --
Mu: Design = 953 1,281 ft.# rc psi=
Actual t-Way Shear = 10.09 15.40 psi FY psi=
Allow 1-Way Shear - 93.11 93.11 psi Other Acceptable sixes&Spacings
Toe Reinforcing = None Spedd Toe: Not req'd,Mu<5-Fr
Heel Reinforcing = None Spedd Heel:Not req'd,Mu<3-Fr
Key Reinforcing = None Spedd Key: No key defined
i
Title: Job# /0
Dsgnr. Data: 4:26PM, 4 NOV 08
Description:
Scope:
.. _....__..____... ._
Code Ref:ACI 318-02,1997 UBC,2003 IBC,2003 NFPA 5000
Rev:58W18 —
User.KW-0�2]Or.Ver 0.8.0.1Aa•,200] Cantilevered Retainin Wall Desig/yn Page
j_(c)1983.T00]ENE LC En*aerb8 aeense 9 L 00083.ecw:Gkulelbe
Description M. BRIDGE WALL
-----
Summaryof Overturning&Resisting Forces&Moments 1
.....OVERTURNING..... ...-RESISTING.....
Force Distance Moment Force Distance Moment
Item Ibs tt ft-# lbs it ll-#
Heel Active Pressure = 761.5 2.15 1,635.0 Soil Over Heel = 609.6 2.42 1,473.2
Toe Active Pressure = Sloped Soil Over Heel
Surcharge Over Toe = Surcharge Over Heel = 118.7 2.42 281.9
Adjacent Footing Load Adjacent Footing Load =
Added Lateral Load = Axial Dead Load on Stem= 0.00
Load Q Stem Above Soil= Soil Over Toe = 256.7 0.58 149.7
SelsmlcLoad = Surcharge Over Toe = -
Stem Weigh(s) = 463.0 1.60 724.5
Total = 761.5 O.T.M. 1,635.0 Earth Q Stem Transitions=
Resisting/Overturning Ratio = 2.32 Footing Weigh = 450.0 1.50 675.0
Vertical Loads used for Sad Pressure= 2,077.2 lbs Key Weight =
Vert.Component 161.3 3.00 483.8
Vertical component of active pressure used for sod pressure —- —
Total= 2,077.2 lbs R.M.= 3,786.1
8.000051n Mas wl#4 @ Min c/o
Solid(rout,Spo Imp
2 3/4"
2'-0"
3"
#0@0.in
@Toe
Designer select
#0@0.1n all horiz,rein(. 1.2, •10"
@ Heel 3,-p,
V
M1BO.psf
A
y,I
F:..
Pp'675.#
PPI.638psf 761'6511
1334.tpsf
SHIMAJI&LASCOLA
strucruralengineers 2
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ENGINEER DATE
DESIGN OF U TPOL�/F N
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I Na,EY A&Ib'a
CITY OF SAN JUAN CAPISTRANO
S H I M A J IM OMISNM'
LANDSCAPE IMPROVEMENT PLANS FOR LITTLE HOLLYWOOD EXPANSION
I- I `\ r ° e y �*' a g tq 26581 RAMOS ST.. SAN JUAN CAPISTRANO• CA. 92875
_ _ - =---- -- -- -I ••G°'"�iBO�FO" ;>;. - z CONSTRUCTION DETAILS
UNITS 1-10
� n ,%:,y- .,. � eabuEb uwu nr awzAxcau ar
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9
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N Ilk ST MR MR. - ----- CITY OF SAN JUAN CAPISTRANO
M ACJ I
8 H I ENOWERINC DIV50"
LANOSCAPE IMPROVEMENT PLANS FOR LITTLE HOLLYWOOD EXPANSION
L-JI I IE U) 26581 RAMOS ST., SAN JUAN CAPISTRANO. CA. 92675
CONSTRUCTION DETAILS
& > UNITS 1-10
LAW L CERN
November 7, 2008
Via FAX and U.S. Mail
Addendum No. 3
San Juan Capistrano
Little Hollywood Affordable Housing Project-Phase II
This addendum is issued by approval of the City Economic Development Manager as
authorized below.
Please note this addendum changes the bid opening date. The new bid opening date
and time is set for December 8, 2008, at 2:00 pm at the City Clerks office. In case of
questions, please contact Laura Stokes, Housing/Redevelopment Coordinator, at 949-
443-6313.
i
A signed copy of this addendum shall accompany the bid.
Contractor tfaura StokeW6n behal o
Douglas D. Dumhart
Economic Development Manager
ii
i
November 26, 2008
Via FAX and Electronic Mail
Addendum No. 4
San Juan Capistrano
Little Hollywood Affordable Housing Project-Phase II
The following clarifications and revisions to the plans and specifications are
promulgated through this addendum:
A. ADDITION OF BID ITEMS DU-17
The bid item DU-17 has been included to the Little Hollywood Affordable Housing
Project-Phase II Specifications. This inclusion does not change the Little Hollywood
Affordable Housing Project-Phase II Plans. This inclusion affects the Schedule of Work
Items on page 30-c and the Detailed Specifications, page DS-47.
PAYMENT
The lump sum payments for the supply, installation and construction of the above listed
bid item shall include all labor, materials, tools and equipment and no additional
compensation shall be made therefore.
B. UPDATE TO LIGHT FIXTURE DETAIL ON LANDSCAPING PLANS PAGE L-5
The supplier for the light fixture materials, on page L-5 of the Landscaping Plans no
longer carries the fixture necessary for the project. The City has called out a new supplier
and materials as illustrated on the attached drawing. This inclusion does not change the
Little Hollywood Affordable Housing Project-Phase II Plans. This inclusion may affect the
bid amount for B-13 on page 18 of the specifications packet.
PAYMENT
The lump sum payment for the supply, installation and construction of the above listed
bid item shall include all labor, materials, tools and equipment and no additional
compensation shall be made therefore.
C. ADDITION OF BID ITEMS C-9 AND C-10
The bid items C-9 and C-10 have been included to the Little Hollywood Affordable
Housing Project-Phase II Specifications. This inclusion does not change the Little
Hollywood Affordable Housing Project-Phase II Plans. This inclusion affects the
Schedule of Work Items on page 7 and the Detailed Specifications, page DS-3 and DS-
3a.
PAYMENT
The payments for the supply, installation and construction of the above listed bid item
shall include all labor, materials, tools and equipment and no additional compensation
shall be made therefore.
D. ADDITION OF BID ITEMS ST-10
The bid item ST-10 has been included to the Little Hollywood Affordable Housing
Project-Phase II Specifications. This inclusion does not change the Little Hollywood
Affordable Housing Project-Phase II Plans. This inclusion affects the Schedule of Work
Items on page 13 and the Detailed Specifications, page DS-13.
PAYMENT
The lump sum payments for the supply, installation and construction of the above listed
bid item shall include all labor, materials, tools and equipment and no additional
compensation shall be made therefore.
A signed copy of this addendum along with the revised Schedule of Work Item shall
accompany the bid.
ague dv". 44104mz�
Contractor Douglas LVDumhart
Economic Development Manager
DU-12 4 EA. Provide excavation, material and labor
(including ground rods & rock base
&/or slurry) as required for SDG&E
3312 for the per unit price of
dollars.
DU-13 2 EA. Provide excavation, material and labor
(including ground rods & rock base
Wor slurry) as required for SDG&E
3421 transformer pad for the per unit
price of
dollars.
DU-14 4 EA. Provide excavation, material and labor
(including ground rods & rock base
&/or slurry) as required for AT&T
17"00" splice box for the per unit price
of
dollars.
DU-15 4 EA. Provide trench notch for Cox
Communication structures (to be
installed by others). Item includes
excavation, material and labor
(including ground rods & rock base
&/or slurry) as required for the per unit
price of
dollars.
DU-16 10 EA. Provide service extensions for the per
unit price of
dollars.
DU-17 6 EA. Furnish and Install Bollards for
Transformers for the per unit price of
dollars.
DRY UTILITIES SUB-TOTAL $
30-c
BID ITEM DU-17 —Bollards for Transformers
The work for this item shall consist of Furnishing and Installing Bollards for Transformers.
PAYMENT
The per unit 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-47
AdIL
NOTE: PRESSURE TREATED 2X4
SEE STRUCTURAL CALCS,DETAIL WITH COUNTERSUNK
'3'SHEET S2, PREPARED BY GALVANIZED SCREWS.
SHIMA31 LASCOLA ROUTER SPACE FOR
CONTACT:STEVE SHEPPARD CONDUIT. SIZE AS -
(949)770-9967 NEEDED.
POST 6x6 PRESSURE TREATED
SECTION A-A WOOD POST.
NOTE:
BALLAST,ARM AND LIGHT
FIXTURE FINISH TO BE POWDER
1/2N
I,. COAT FOREST GREEN
_JF\I
I
\ ^ 1
TMS-A103-AL-F13 (FOREST
q` GREEN)-DM8-MH100-CLEAR
ii GLOBE-120-277-ELECTRONIC-WET
LOCATION WITH PHOTO CELL
o SWITCH.
II
P
II
II
II
II
N
II
ii TOP OF FIXTURE BOX
u NOTE:
n LIGHT COMPONENTS AVAILABLE
g FROM: CALIFORNIA LIGHTING SALES
ii (C.L.S.) CONTACT: BOB PINGATORE
ii (949) 295-5075
II
o II
II
ry ii A A
..r u
n
n
n
n
II
n
II
II
u 6x6 STAINED PRESSURE TREATED
ii WOOD POST. STAIN COLOR TO BE
ii CONDUIT LINE. SELECTED.
ii
ii 110V POWER
SUPPLY&]-BOX.
1 lx REDWHAMFOODER.PLANT-ONS
II
DIMENSION TO FIT W/ 1"C
]-BOX _ TOP OF SIMPSON
o i STRONG TIE
ei
F.G. F.G.
SIDE VIEW _ CONNECTOR W/BOLTS AND
:I •III- WASHERS TO SECURE POST.
NOTE: I I . �'I I I SEE STRUCTURAL CALCS.
LIGHT TO BE EQUIPPED WITH CONCRETE FOOTING -SIZE AND
PHOTO SWITCH AND MEET ALL
ELECTRICAL CODES. REINFORCEMENT PER STRUCT.
:III 4 I I = ENG.'S DETAILS AND CALC.'S.
III-- - PRESATURATE AND COMPACT
—I I—I — SUBGRADE PER GEOTECH. SOILS
FRONT VIEW ENG.'S RECOMMENDATIONS.
LIGHTPOST SCALE: 1/2" = V-O"
The Following Documents
Relate to Addendum No . 4 C
C-8 1 L.S. Provide On-Site BMPs and Erosion Control $ $
for the duration of the construction (Rough
Grade & Precise Grade)per the Erosion
Control Plans for the lump sum of
dollars.
C-9 24,000 CY Rough grade the project site to proposed $ $
rough grade plan elevations. This grading
includes street undercuts, finished pads, and
the over excavation and recompaction of
existing soils per the geotechnical engineer's
soil report for the per cubic yard price of
dollars.
C-10 788 CY Import soil for site earthwork balance and $ $
compact to proposed rough grade for the per
cubic yard price of dollars.
MOBILIZATION, ROUGH GRADING, BMP SUB-TOTAL $
7
PAYMENT
The lump sum price for this item shall include all labor,materials,tools and equipment necessary to
cavy out the work as specified and no additional compensation shall be made therefore.
BID ITEM C-6—CONSTRUCT DESILTING BASIN
The work for this item shall include the rough grading of a destiling basin and the installation of a CMP
riser connected to the existing storm drain.
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 C-7—CONSTRUCT CONCRETE COLLAR
Concrete Collar shall be constructed to join the desilting basin riser to the existing storm CMP storm drain
per A.P.W.A. standard plan 380-3.
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 C-8—PROVIDE ON-SITE BMPs AND EROSION CONTROL FOR THE DURATION OF
THE CONSTRUCTION
Provide On-Site BMPs and Erosion Control for the duration of the construction (Rough Grade &Precise
Grade) per the Erosion Control Plans.
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 C-9—ROUGH GRADE PROJECT SITE INCLUDING OVER EXCAVATION AND
RECOMPACTION
Rough grade the project site to proposed rough grading plan elevations. This grading includes street
undercuts, finished pads, and the over excavation and recompaction of existing soils per the
DS-3
geotechnical engineer's soil report.
PAYMENT
The unit price bid per cubic yard for rough grading the project site including over excavation and
recompaction shall include all labor, materials, tools, equipment necessary to construct the work, and
no additional compensation will be made therefore.
BID ITEM C-10- IMPORT SOIL FOR SITE EARTHWORK BALANCE AND COMPACTION
Import soil for site earthwork balance and compact to proposed rough grade per geotechnical
engineer's soil report.
PAYMENT
The unit price bid per cubic yard for import soil for site earthwork balance and compaction shall
include all labor, materials, tools„equipment necessary to construct the work, and no additional
compensation will be made therefore.
DS-3a
ST-8 22 L.F. Install NDS Dura Channel Drain Part No. $ $
600 with DS-221 Grate for the unit price
dollars per linear foot.
ST-9 1 L.S. Remove Existing Speed Bump and Construct $ $
Speed Bump of Equal Dimensions on Ramos
Street Immediately East of"A" Street
Intersection for the lump sum price of
dollars.
ST-10 1 EA. Construct Street Light for the unit price of $ $
dollars per each.
STREET IMPROVEMENTS SUB-TOTAL $
13
0
Furnish and install NDS Dura Channel drain and grate per manufacturer's specifications and
recommendations.
PAYMENT
The unit price bid per linear foot for NDS Dura channel drain and grate shall include all labor,materials,
tools,equipment necessary to construct the work,and no additional compensation will be made therefore.
BID ITEM ST-9 — REMOVE EXISTING SPEED BUMP AND RECONSTRUCT AT DIFFERENT
LOCATION
Remove the existing speed bump in conflict with the proposed entry street to the project site and construct
speed bump of equal dimensions immediately east of the street intersection and/or as directed by the City
Traffic Engineer.
PAYMENT
The unit price bid per square foot for the removal and reconstruction of the existing speed bump shall
include all labor, materials, tools, equipment necessary to construct the work, and no additional
compensation will be made therefore.
BID ITEM ST-10—FURNISH AND INSTALL STREET LIGHT
Install Street Light at project entry off Ramos Street as indicated on the street improvement plans. Street
Light shall be single fixture 100 watt lips, 120V, lantern aluminum housing with verde finish, Hadco
lighting S6363 or equal,round 5"—3"tapered 14' aluminum verde pole Hadco lighting SP6363 or equal.
PAYMENT
The unit price bid per each for street light shall include all labor, materials, tools, equipment, and all
incidentals for accomplishing the work as specified herein including cold planning, and no additional
compensation will be allowed therefore.
DS-13
The lump sum payments for the supply, installation and construction of the above listed
bid item shall include all labor, materials, tools and equipment and no additional
compensation shall be made therefore.
D. ADDITION OF BID ITEMS ST-10
The bid item ST-10 has been included to the Little Hollywood Affordable Housing
Project-Phase II Specifications. This inclusion does not change the Little Hollywood
Affordable Housing Project-Phase II Plans. This inclusion affects the Schedule of Work
Items on page 13 and the Detailed Specifications, page DS-13.
PAYMENT
The lump sum payments for the supply, installation and construction of the above listed
bid item shall include all labor, materials, tools and equipment and no additional
compensation shall be made therefore.
A signed copy of this addendum along with the revised Schedule of Work Item shall
accompany the bid.
�.0 aO"- Zlelwz�`
Contractor Douglas IYDumhart
Economic Development Manager
November 26, 2008
Via FAX and Electronic Mail
Addendum No. 5
San Juan Capistrano
Little Hollywood Affordable Housing Project-Phase II
The following clarifications and revisions to the plans and specifications are
promulgated through this addendum:
A. ADDITION OF BID ITEMS B-23
The bid item B-23 has been included to the Little Hollywood Affordable Housing Project-
Phase II Specifications. This inclusion does not change the Little Hollywood Affordable
Housing Project-Phase II Plans. This inclusion affects the Schedule of Work Items on
page 19 and the Detailed Specifications, page DS-22a.
PAYMENT
The payments for the supply, installation and construction of the above listed bid item
shall include all labor, materials, tools and equipment and no additional compensation
shall be made therefore.
B. ADDITION OF BID ITEMS PG-19 AND PG-20.
The bid items PGA 9 and PG-20 have been included to the Little Hollywood Affordable
Housing Project-Phase II Specifications. This inclusion does not change the Little
Hollywood Affordable Housing Project-Phase II Plans. This inclusion affects the
Schedule of Work Items on page 16 and the Detailed Specifications, page DS-17a.
PAYMENT
The payments for the supply, installation and construction of the above listed bid item
shall include all labor, materials, tools and equipment and no additional compensation
shall be made therefore.
A signed copy of this addendum along with the revised Schedule of Work Item shall
accompany the bid.
16144 azo��
Contractor Douglas ff. Dumhart
Economic Development Manager
The Following Documents
Relate to Addendum No . 5 A
B-17 2,304 SF Construct 4" thick sidewalks with stoops at $ $
all houses for the unit price of
dollars per square foot
per detail b/L-5 on the landscape plans.
B-18 373 LF Construct 4'high wood fence enclosure at all $ $
houses for the unit price of
dollars per linear foot per
details d/L-5 on the landscape plans.
B-19 680 LF Construct equestrian fence for the unit price $ $
of
dollars per linear foot per detail a/L-5 on the
landscape plans.
B-20 36 EA. Furnish and Install 12"-18" boulders as part $ $
of the stone stacking for the unit price of
dollars
per detail b/L-4 on the landscape plans.
B-21 57 EA. Furnish and Install 9"-12" cobble as part of $ $
the stone stacking for the unit price of
dollars
per detail b/L-4 on the landscape plans.
B-22 123 EA. Furnish and Install 6"-9" cobble as part of $ $
the stone stacking for the unit price of
dollars
per detail b/L-4 on the landscape plans.
B-23 1980 SF Construct 6" thick concrete paving for the 10 $ $
carports for the per square foot price of
dollars.
BUILDING SUB-TOTAL $
19
BID ITEM B-23 —FURNISH AND INSTALL STREET LIGHT
Construct 6" thick concrete paving for the carports per the landscape and architectural plans.
PAYMENT
The unit price bid per square foot of 6" thick concrete paving shall include all labor, materials, tools,
equipment, and all incidentals for accomplishing the work as specified herein including cold planning,
and no additional compensation will be allowed therefore.
DS-22a.
The Following Documents
Relate to Addendum No . 5 B
PG-17 2 EA. Furnish and install Bollard for the unit price $ $
of dollars
per each.
PG-18 4 L.F. Furnish and install 36" RCP for the per $ $
linear foot price of dollars.
PG-19 521 L.F. Construct bioretention swale per the precise $ $
grading plans and detail 70 on sheet 3. Bid
item to include 8" deep gravel layer, 2' deep
planting mix, 2" mulch layer, and general
fine grading of the side slopes for the per
linear foot price of dollars.
PRECISE GRADING SUB-TOTAL $
16
BID ITEM PG-18 —FURNISH AND INSTALL 36" RCP
Furnish and Install 36" RCP per the precise grading plan.
PAYMENT
The unit price bid per linear foot for 36" RCP shall include all labor, materials, tools, equipment, and
all incidentals for accomplishing the work as specified herein including cold planning, and no
additional compensation will be allowed therefore.
BID ITEM PG-19—CONSTRUCT BIORETENTION SWALE
Construct bioretention swale per the precise grading plans and detail 70 on sheet 3. Bid item to
include 8" deep gravel layer, 2' deep planting mix, 2" mulch layer, and general fine grading of
the side slopes.
PAYMENT
The unit price bid per linear foot for 36" RCP shall include all labor, materials, tools, equipment, and
all incidentals for accomplishing the work as specified herein including cold planning, and no
additional compensation will be allowed therefore.
DS-17a
PREPARED BY:ADAMS STREETER CIVIL ENGINEERING, INC
October 16, 2008
�+ J.N. 06-1606
ADAM$ • EER
CIVIL ENGINEERSS INC.INC.
ENGINEERS OPINION OF PROBABLE COST
FOR
THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT
PHASE II-10 UNITS
LOS RIOS HISTORIC DISTRICT
MOBILIZATION.ROUGH GRADING. &EROSION CONTROL
Item Work Items With Unit Price Approx. Unit Unit Price Total Amount
uanti
C-1 Project Survey t L.S. $6,000.00 $6,000.00
C-2 Establish Centerline Ties and Monuments 1 L.S. $2,500.00 $2,500.00
C-3 Mobilization 1 L.S. $1,000.00 $1,000.00
C-4 Clear and Grub I L.S. $1,000.00 $1,000.00
C-5 Remove and Dispose of Existing Headwall and Trash Rack 1 L.S. $1,000.00 $1,000.00
C-6 Construct Desilting Basin I L.S. $1,500.00 $1,500.00
C-7 Construct Concrete Collar I EA. $500.00 $500.00
C-8 Provide On-Site BMPs and Erosion Control for the duration 1 L.S. $1,500.00 $1,500.00
of the construction(Rough Grade&Precise Grade)per the
Erosion Control Plans
MOBILIZATION,ROUGH GRADING,BMP SUB- $15,000.00
TOTAL
PREPARED BY:ADAMS STREETER CIVIL ENGINEERING, INC
0§00 October 16, 2008
p J.N. 06-1606
ADAM$ ' EER
CIVIL ENGINEERSS INC.INC.
ENGINEERS OPINION OF PROBABLE COST
FOR
THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT
PHASE 11-10 UNITS
LOS RIOS HISTORIC DISTRICT
SEWER IMPROVEMENTS
Item Work Items With Unit Price Approx. Unit Unit Price Total
Quantity Amount
S-1 Furnish and Install 15"PVC SDR-35 Sewer Line with Pipe 62 L.F, $55.00 $3,410.00
Bedding
S-2 Furnish and Install 8"PVC SDR-35 Sewer Line with Pipe 295 L.F. $40.00 $11,800.00
Bedding
S-3 Furnish and Install 6"PVC SDR-35 Sewer Line with Pipe 165 L.F. $35.00 $5,775.00
Bedding
S-4 Furnish and Install 4"PVC SDR-35 Sewer Lateral 283 L.F. $30.00 $8,490.00
S-5 Construct 48" Sewer Manhole 3 EA. $2,000.00 $6,000.00
S-6 Construct Sewer Clean-out 15 EA. $1,500.00 $22,500.00
S-7 Break into Existing Sewer Manhole and Connect PVC 3 EA. $500.00 $1,500.00
Sewer Pipe Modifying Manhole Bottom as Required
S-8 Furnish and Install 4"x6"Reducer 1 EA. $50.00 $50.00
S-9 Abandon and Remove Existing Sewer Line 273 L.F. $15.00 $4,095.00
S-10 Abandon and Remove Existing Sewer Manhole 2 EA. $1,000.00 $2,000.00
5-11 Adjust to Grade Existing Sewer Manhole 4 EA. $1,000.00 $4,000.00
5-12 Supply and implement sewer by-pass pumping 1 L.S. $8,000.00 $8,000.00
SEWER IMPROVEMENTS SUB- $77,620.00
TOTAL
PREPARED BY:ADAMS STREETER CIVIL ENGINEERING, INC
October 16, 2008
J.N. 06-1606
ADAMS - STREETER
CIVIL ENGINEERS INC.
ENGINEERS OPINION OF PROBABLE COST
FOR
THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT
PHASE II—10 UNITS
LOS RIOS HISTORIC DISTRICT
ALTERNATE BID ITEMS-SEWER IMPROVEMENTS
Item Work Items With Unit Price Approx. Unit Unit Price Total
uanti Amount
AL-1 Cut into Existing 26"Dia. 0.250"Min. Thick Steel Casing I L.S. $500.00 $500.00
& 15"PVC SDR-26 PVC Sewer Line,
SEWER IMPROVEMENTS SUB- $500.00
TOTAL
PREPARED BY:ADAMS STREETER CIVIL ENGINEERING, INC
440 October 16, 2008
J.N. 06-1606
ADAM$ C
CIVIL ENGINEERS
ININC..
ENGINEERS OPINION OF PROBABLE COST
FOR
THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT
PHASE II—10 UNITS
LOS RIOS HISTORIC DISTRICT
WATER IMPROVEMENTS
Item Work Items With Unit Price Approx. Unit Unit Price Total
uanti Amount
W-1 Furnish and Install Bollard 11 EA. $200.00 $2,200.00
W-2 Trench,Backfill, and Resurface Street 29 LT $30.00 $870.00
W-3 Construct 8"PVC C-900 CL-200 Water Main 719 LT $35.00 $25,165.00
W-4 Construct Thrust Block is EA. $750.00 $11,250.00
W-5 Construct 450, 22.5°, 11.250 Bend 13 EA. $100.00 $1,300.00
W-6 Construct Air&Vacuum Relief Valve 1 EA. $2,000.00 $2,000.00
W-7 Construct Hot Tap Connection 2 EA. $2,200.00 $4,400.00
W-8 Furnish and Install 2.5° High Deflection Coupling(HD 4 EA. $100.00 $400.00
W-9 Construct Fire Hydrant Assembly 2 EA. $2,500.00 $5,000.00
W-10 Construct 8"Gate Valve and Valve Box Assembly 5 EA. $900.00 $4,500.00
W-1 I Construct 1"Domestic Water Service with 1"Meter&Box 10 EA. $750,00 $7,500.00
WATER IMPROVEMENTS SUB- $64,585.00
TOTAL
PREPARED BY: ADAMS STREETER CIVIL ENGINEERING, INC
October 16, 2008
1 -Air J.N. 06-1606
ADAMS SIRE ER
CIVIL ENGINEERS INC.
ENGINEERS OPINION OF PROBABLE COST
FOR
THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT
PHASE II —10 UNITS
LOS RIOS HISTORIC DISTRICT
STREET IMROVEMENTS
Item Work Items With Unit Price Approx. Unit Unit Price Total
uanti Amount
ST-I Sawcut and Remove Existing A.C. Pavement 708 S.F. $1.50 $1,062.00
ST-2 Sawcut and Remove Existing Concrete Driveway 297 S.F. $3.00 $891.00
ST-3 Construct 4"A.0 street paving. Actual R Value to be 325 Tons $36.00 $11,700.00
confirmed onsite and verified by soils engineer
ST-4 Construct 5"A.B. for street paving. Actual R Value to be 207 C.Y. $33.00 $6,831.00
confirmed onsite and verified by soils engineer
ST-5 Install Precast Concrete Wheelstop 10 EA. $75.00 $750.00
ST-6 Paint 4" White Strip 115 L.F. $4.00 $460.00
ST-7 Construct 5"Concrete Driveway with No. 3 Bars @ 24" 241 S.F. $7.50 $1,807.50
O.C.
ST-8 Install NDS Dura Channel Drain Part No. 600 with DS- 22 L.F. $25.00 $550.00
221 Grate
ST-9 Remove Existing Speed Bump and Construct Speed Bump 1 L.S. $1,000.00 $1,000.00
of Equal Dimensions on Ramos Street Immediately East of
"A" Street Intersection
STREET IMPROVEMENTS SUB- $25,051.50
TOTAL
PREPARED BY: ADAMS STREETER CIVIL ENGINEERING, INC
0 0 October 16, 2008
J.N. 06-1606
ADAM$ '
CIVIL ENGMEEKS EERS INC.INf.
ENGINEERS OPINION OF PROBABLE COST
FOR
THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT
PHASE II—10 UNITS
LOS RIOS HISTORIC DISTRICT
BUILDING
Item Work Items With Unit Price Approx. Unit Unit Total
uanti Price Amount
B-1 Construct raised concrete foundations for 2 bedroom(NC- 7 EA. $3,000 $21,000
01) Silvercrest manufactured homes
B-2 Construct raised concrete foundations for 1 bedroom(NC- 3 EA. $3,000 $9,000
11047) Silvercreset manufactured homes
B-3 Supply and install on foundations the 2 bedroom(NC-01) 7 EA. $62,998 $440,986
Silvercrest manufactured homes with covered front porches
&decks
B-4 Supply and install on foundations the 1 bedroom(NC- 3 EA. $61,827 $185,481
11047) Silvercrest manufactured homes.
B-5 Construct covered front porches, steps,decks,railings and 3 EA. $4,000 $12,000
ramps for all l bedroom(NC-11047) Silvercrest homes
B-6 Construct carports with storage cabinets for all homes. 10 EA. $5,000 $50,000
B-7 Supply and install concrete wheel stops for all carports 10 EA. $200 $2,000
B-8 Construct 2 concrete pads for picnic tables 286 S.F. $10 $2,860
B-9 Supply and install 8' long picnic tables 2 EA. $1,000 $2,000
B-10 Supply and install trash receptacles 2 EA. $500 $1,000
B-11 Supply and install one Dog Valet Pet Waste Station with I EA. $300 $300
conc. Footing
B-12 Construct concrete/stone entry pilasters 2 EA. $2,500 $5,000
B-13 Fabricate and install one street light I EA. $800 $800
B-14 Construct concrete pad and foundation for Mail Box and 16 S.F. $15 $240
pedestal
B-15 Supply and install one 12 Unit Type 11 Cluster Mail Box I EA. $1,500 $1,500
on pedestal
B-16 Construct Bridge I L.S. $15,000 $15,000
B-17 Construct 4"thick sidewalks with stoops at all houses 2,304 S.F. $8 $18,432
B-18 Construct 4'high wood fence enclosure at all houses 373 L.F. $15 $5,595
B-19 Construct equestrian fence 680 L.F. $10 $6,800
BUILDING SUB- $779,994
TOTAL
PREPARED BY: ADAMS STREETER CIVIL ENGINEERING, INC
A0 October 16, 2008
J.N. 06-1606
ADAMS •
CIVIL ENGINEERSEERS INC.INC.
ENGINEERS OPINION OF PROBABLE COST
FOR
THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT
PHASE 11-10 UNITS
LOS RIOS HISTORIC DISTRICT
PRECISE GRADING
Item Work Items With Unit Price Approx. Unit Unit Price Total
uanti Amount
PG-1 Construct 4"A.C. driveway paving. Actual R value to be 65 TON $36.00 $2,340.00
Confirmed Onsite and Verified by the Soils Engineer
PG-2 Construct 5"A.B. for driveway paving. Actual R Value to 42 C.Y. $33.00 $1,386.00
be Confirmed Onsite and Verified by the Soils Engineer
PG-3 Construct Dry Well I L.S. $6,000.00 $6,000.00
PG-4 Furnish and install EcoRain Systems Raintanks 1 L.S. $7,000.00 $7,000.00
PG-5 Furnish and install 36"RCP 12 L.F. $50.00 $600.00
PG-6 Construct 10' Wide Dirt Equestrian Trail 462 L.F. $2.00 $924.00
PG-7 Furnish and install 4"Perforated PVC Pipe Bioretention 521 L.F. $30.00 $15,630.00
Swale Subdrain
PG-8 Construct Headwall, Pipe Inlet, and Concrete Pad 1 L.S. $2,000.00 $2,000.00
PG-9 Furnish and install Trash Rack 1 EA. $500.00 $500.00
PG-10 Furnish and install 12"Atrium Grate(NDS 1280) 5 EA, $35.00 $175.00
PG-11 Construct Junction Structure with Pressure Manhole Shaft I EA. $3,000.00 $3,000.00
and Pressure Plate Detail without Reducer
PG-12 Furnish and install 4"Perforated PVC Subdrain pipe 84 L.F. $30.00 $2,520.00
PG-13 Fumish and install 4"PVC pipe 181 L.F. $14.00 $2,534.00
PG-14 Furnish and install 6" PVC pipe 81 L.F. $16.00 $1,296.00
PG-15 Furnish and install 8"PVC pipe 182 L.F. $20.00 $3,640.00
PG-16 Furnish and install 10" PVC pipe 123 L.F. $25.00 $3,075.00
PG-17 Furnish and install Bollard 2 EA. $200.00 $400.00
PRECISE GRADING SUB- $53,020.00
TOTAL
PREPARED BY;ADAMS STREETER CIVIL ENGINEERING, INC
0§ 0 October 16, 2008
J.N. 06-1606
ADAM$ ' N
CIVIL ENGINEERSEERS INC.
ENGINEERS OPINION OF PROBABLE COST
FOR
THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT
PHASE II —10 UNITS
LOS RIOS HISTORIC DISTRICT
DOMESTIC WATER IRRIGATION EQUIPMENT
Item Work Items With Unit Price Approx. Unit Unit Price Total
Quantity Amount
DI-1 Supply and install connection to 1-1/2"water meter for the 1 L.S $500.00 $500.00
irrigation point of connection
DI-2 Supply and install 2"Brass gate valves 5 EA. $300.00 $1,500.00
DI-3 Supply and install 1-1/2"Reduced pressure backflow 1 EA. $1,000.00 $1,000.00
preventer with wye strainer
DI-4 Supply and install backflow stainless steel vandal resistant I EA. $1,500.00 $1,500.00
enclosure
DI-5 Supply and install booster pump with electrical connection I EA. $12,000.00 $12,000.00
DI-6 Supply and install 2" Plastic pressure reducing master valve 1 EA. $500.00 $500.00
DI-7 Supply, install and connect to controller a 1-1/4"brass flow 1 EA. 1 $600.00 $600.00
sensor
DI-8 Supply and install 3/4"brass quick coupler valves 5 EA. $200.00 $1,000.00
13I-9 Supply and install I"plastic automatic control valves 4 EA. $225.00 $900.00
DI-10 Supply and install 1-1/2"plastic automatic control valves 4 EA. $250.00 $1,000.00
DI-11 Supply and install 120/240 VAC power meter for the I EA. $2,500.00 $2,500.00
irrigation control timer
DI-12 Supply and install automatic irrigation control timer in a 1 EA. $4,500.00 $4,500.00
stainless steel enclosure
DI-13 Supply and install connection from electrical meter to 1 L.S $250.00 $250.00
irrigation control timer
DI-14 Supply and install 2" Schedule 40 PVC mainline and 650 1 L.F. $3.00 $1,950.00
fittings
DI-15 Supply and install Schedule 40 PVC non pressure lateral 3,800 L.F. $2.00 $7,600.00
piping and fittings
DI-16 Supply and install#14 AWG irrigation control wire 4,250 L.F. $0.30 $1,275.00
including lead wire, common wire and extra wires
DI-17 Supply and install Rainbird 1812 SAM PRS 12"pop up 201 EA. $30.00 $6,030.00
spray heads with MPR nozzles
DI-18 Supply and install Rainbird PASS PRS spray heads on riser 54 EA. $12.00 $648.00
with check valve and MPR nozzles
DI-19 Supply and install Rainbird 1804 SAM PRS 4"pop up strip 62 EA. $12.00 $744.00
bubblers with PCS screens
DI-20 Supply and install Rainbird 1812 SAM PRS 12"pop up 18 EA. $30.00 $540.00
spray heads with rotary nozzles
DI-21 Supply and install Rainbird 1806 SAM PRS 6"pop up 51-1- 54 EA. $20.00 $1,080.00
B bubblers with PCS screens
DI-22 Supply and install 2" Schedule 40 PVC sleeving 300 L.F. $2.50 $750.00
DI-23 Supply and install 3" Schedule 40 PVC sleeving 50 L.F. $4.50 $225.00
DI-24 Supply and install 4" Schedule 40 PVC sleeving 500 L.F. $8.00 $4,000.00
DOMESTIC URMGATION SUB- $52,592.00
TOTAL
PREPARED BY:ADAMS STREETER CIVIL ENGINEERING, INC
October 16, 2008
J.N. 06-1606
ADAMS - STREETER
CIVIL ENGINEERS INC.
ENGINEERS OPINION OF PROBABLE COST
FOR
THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT
PHASE II— 10 UNITS
LOS RIOS HISTORIC DISTRICT
FUTURE RECYCLED WATER IRRIGAITON EQUIPMENT
Item Work Items With Unit Price Approx. Unit Unit Price Total
Quantity Amount
RI-1 Supply and install connection to 1-1/2"water meter for the 1 L.S. $500.00 $500.00
irrigation point of connection
RI-2 Supply and install 2"Brass gate valves 8 EA. $300.00 $2,400.00
RI-3 Supply and install 1-1/2"Reduced pressure backflow 1 EA. $1,000.00 $1,000.00
preventer with wye strainer
RI-4 Supply and install backflow stainless steel vandal resistant 1 EA. $1,500.00 $1,500.00
enclosure
RI-5 Supply and install I-1/2"Schedule 80 PVC Basket Strainer I EA. $500.00 $500.00
with 80 mesh stainless steel screen
RI-6 Supply and install booster pump with electrical connection 1 EA. $12,000.00 $12,000.00
RI-7 Supply and install 2"Plastic pressure reducing master valve 1 EA. $500.00 $500.00
with purple knobs
RI-8 Supply, install and connect to controller a 1-1/4"brass flow I EA. $600.00 $600.00
sensor
RI-9 Supply and install 3/4" brass recycled water quick coupler 5 EA. $200.00 $1,000.00
valves
RI-10 Supply and install 1"plastic automatic control valves with 9 EA. $240.00 $2,160.00
purple knobs
RI-1 I Supply and install 1-1/2"plastic automatic control valves I EA. $265.00 $265.00
with purple knobs
RI-12 Supply and install 120/240 VAC power meter for the 1 EA. $2,500.00 $2,500.00
irrigation control timer
RI-13 Supply and install automatic irrigation control timer in a 1 EA. $4,500.00 $4,500.00
stainless steel enclosure
RI-14 Supply and install connection from electrical meter to 1 L.S. $250.00 $250.00
irrigation control timer
RI-15 Supply and install Purple 2"Schedule 40 PVC mainline 630 L.F. $3.50 $2,205.00
and fittings
R1-16 Supply and install Purple Schedule 40 PVC non pressure 3,770 L.F. $2.25 $8,482.50
lateral piping and fittings
RI-17 Supply and install#14 AWG irrigation control wire 5,800 L.F. $0.30 $1,740.00
including lead wire,common wire and extra wires
RI-18 Supply and install Rainbird 1812 SAM PRS NP 12"pop up 117 EA. $32.00 $3,744.00
spray heads with MPR nozzles
RI-19 Supply and install Rainbird PASS PRS spray heads on riser 9 EA. $14.00 $126.00
with check valve and MPR nozzles
RI-20 Supply and install Rainbird 1804 SAM PRS NP 4"pop up 2 EA. $14.00 $28.00
strip bubblers with PCS screens
RI-21 Supply and install Rainbird 1812 SAM PRS NP 12"pop up 15 EA. $32.00 $480.00
spray heads with rotary nozzles
RI-22 Supply and install Rainbird 5012 PL-R-SAM NP 12"pop 16 EA. $60.00 $960.00
up rotor heads with MPR nozzles
RI-23 Supply and install Rainbird PASS PRS spray heads on riser 4 EA. $22.00 $88.00
with check valve and rotary nozzles
RI-24 Supply and install Rainbird 5000S-PL-R rotor heads on 1 EA. $50.00 $50.00
riser with check valve and MPR nozzles
RI-25 Supply and install Rainbird 1806 SAM PRS NP 6"pop up 105 EA. $22.00 $2,310.00
5H-B bubblers with PCS screens
RI-26 Supply and install 2" Schedule 40 PVC sleeving 100 L.F. $2.60 $260.00
RI-27 Supply and install recycled water signs 2 EA. $100.00 $200.00
FUTURE RECYCLED WATER IRRIGATION EQUIPMENT SUB- $50,348.50
TOTAL
PREPARED BY: ADAMS STREETER CIVIL ENGINEERING, INC
October 16, 2008
J.N. 06-1606
ADAMS '
CIVIL ENGINEERS
INC.INC.
ENGINEERS OPINION OF PROBABLE COST
FOR
THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT
PHASE II—10 UNITS
LOS RIOS HISTORIC DISTRICT
ALTERNATE BID ITEMS -RECYCLED IRRIGATION EQUIPMENT
The Contractor shall also provide costs for the following bid alternate items for possible inclusion or
substitution(as applicable) of base bid items shown above.
Item Work Items With Unit Price Approx. Unit Unit Total
Quantity Price Amount
AI-1 Supply and install 314"brass recycled water quick coupler 2 EA. $200.00 $400.00
valves
AI-2 Supply and install 1"plastic automatic control valves with 6 EA. $240.00 $1,440.00
purple knobs
AI-3 Supply and install Purple 2" Schedule 40 PVC mainline 70 L.F. $3.50 $245.00
and fittings
AI-4 Supply and install Purple Schedule 40 PVC non pressure 780 L.F. $2.25 $1,755.00
lateral piping and fittings
AI-5 Supply and install Purple Schedule 40 Ultraviolet resistant 575 L.F. $2.50 $1,437.50
(UVR) PVC non pressure lateral piping and fittings on
grade
AI-6 Supply and install#14 AWG irrigation control wire 400 L.F. $0.30 $120.00
including lead wire, common wire and extra wires
AI-7 Supply and install Rainbird 1812 SAM PRS NP 12"pop up 14 EA. $32.00 $448.00
spray heads with MPR nozzles
AI-8 Supply and install Rainbird PASS PRS spray heads on riser 13 EA. $14.00 $182.00
with check valve and MPR nozzles
AI-9 Supply and install Rainbird 1812 SAM PRS NP 12"pop up 14 EA. $32.00 $448.00
spray heads with rotary nozzles
AI-10 Supply and install Rainbird 5012 PL-R-SAM NP 12"pop 7 EA. $60.00 $420.00
up rotor heads with MPR nozzles
AT-11 Supply and install Rainbird PA8S PRS spray heads on riser 15 EA. $22.00 $330.00
with check valve and rotary nozzles
AI-12 Supply and install Rainbird 5000S-PL-R rotor heads on 6 EA. $50.00 $300.00
riser with check valve and MPR nozzles
AI-13 Supply and install Rainbird 1806 SAM PRS NP 6"pop up 6 EA. $22.00 $132.00
511-13 bubblers with PCS screens
AI-14 Supply and install 4"Schedule 40 PVC sleeving 175 L.F. $8.50 $1,487.50
ALTERNATE BID ITEMS SUB- $9,145.00
TOTAL
PREPARED BY:ADAMS STREETER CIVIL ENGINEERING, INC
October 16, 2008
1.N. 06-1606
ADAM$
CIVIL ENGINEERSEERS INC.INC.
ENGINEERS OPINION OF PROBABLE COST
FOR
THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT
PHASE 11 -10 UNITS
LOS RIOS HISTORIC DISTRICT
LANDSCAPE
Item Work Items With Unit Price Approx. Unit Unit Price Total
Quantity Amount
L-1 Remove existing Willow&Eucalyptus trees and roots 1 L.S. $3,000.00 $3,000.00
L-2 Clean and trim by a certified arborist and protect in place 1 L.S. $2,500.00 $2,500.00
the existing cluster of Pepper trees in the center of the site
L-3 Soil prep and fine grade all landscape areas 25,428 S.F. $0.02 $508.56
L-4 Weed abatement in all landscape areas 25,428 ST. $0.03 $762.84
L-5 Supply and install 15 gal. trees 10 EA. $105.00 $1,050.00
L-6 Supply and install 24" box trees stakes and ties 43 EA. $350.00 $15,050.00
L-7 Hydroseed Bioswale seed mix 8,154 S.F. $0.12 $978.48
L-8 Hydroseed Meadow seed mix. 5,045 S.F. $0.12 $605.40
L-9 Hydroseed Law Growing Native seed mix 4,044 S.F. $0.12 $485.28
L-10 Supply and install a 2"deep layer of Bark Mulch in all 152 C.Y. $10.00 $1,520.00
landscape areas
L-11 Supply and install I gal. shrubs(mostly CA natives) 338 EA. $7.00 $2,366.00
L-12 Supply and install 5 gal. shrubs(mostly CA natives) 610 EA. $18.00 $10,980.00
L-13 90 Day Landscape Maintenance 1 L.S. $2,500.00 $2,500.00
L-14 Supply and install 12"-18" Boulders 36 EA. $10.00 $360.00
L-15 Supply and install 57-9"-12"Cobbles as directed by the 1 L.S. $500.00 $500.00
landscape architect
L-16 Supply and install 123-6"-9"Cobbles as directed by the 1 L.S. $700.00 $700.00
landscape architect
L-17 Construct concrete steps in sidewalks 48 L.F. $40.00 $1,920.00
L-18 Construct 6" concrete mow curbs on both sides of DG path 496 L.F. $12.00 $5,952.00
L-19 Construct and install 3"thick colored, stabilized, 744 S.F. $3.00 $2,232.00
decomposed granite path
L-20 Fabricate and install wood path lights 3 EA. $300.00 $900.00
LANDSCAPE SUB- $54,870.56
TOTAL
PREPARED BY:ADAMS STREETER CIVIL ENGINEERING, INC
October 16, 2008
J.N.06-1606
ADAM$ ' EEM INC.
CIVIL ENGINEERS INC.
ENGINEERS OPINION OF PROBABLE COST
FOR
THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT
PHASE II —10 UNITS
LOS RIOS HISTORIC DISTRICT
ALTERNATE BID ITEMS-LANDSCAPE
The Contractor shall also provide costs for the following bid alternate items for possible inclusion or
substitution(as applicable)of base bid items shown above.
Item Work Items With Unit Price Approx. Unit Unit Total
uanti Price Amount
AL-1 Not Used -Alternate Sewer Bid Item
AL-2 Additional Plant Material—24"box trees stakes and ties 3 EA. $350.00 $1,050.00
AL-3 Additional Plant Material- 5 gal. shrubs 10 EA. $18.00 $180.00
AL-4 Additional Plant Material - 1 gal. shrubs 30 EA. $7.00 $210.00
AL-5 Soil prep and fine grade all landscape areas West of the 9,569 S.F. $0.02 $191.38
Equestrian Trail
AL-6 Weed abatement in all landscape areas West of the 9,569 S.F. $0.03 $287.07
Equestrian Trail
AL-7 Supply and install 24"box trees stakes and ties as shown 2 EA. $350.00 $700.00
on the landscape plans West of the Equestrian Trail
AL-8 Hydroseed Low Growing Native seed mix on slopes West 9,569 S.F. $0.12 $1,148.28
of the Equestrian Trail
AL-9 Supply and install a 2"deep layer of Bark Mulch in all 54 C.Y. $10.00 $540.00
landscape areas West of the Equestrian Trail
AL-10 Supply and install I gal. shrubs(mostly CA natives) West 82 EA. $7.00 $574.00
of the Equestrian Trail
AL-11 Supply and install 5 gal. shrubs(mostly CA natives) West 150 EA. $18.00 $2,700.00
of the Equestrian Trail
ALTERNATE BID ITEMS TOTAL $7,580.73
PREPARED BY:ADAMS STREETER CIVIL ENGINEERING, INC
October 16, 2008
J.N. 06-1606
ADAMS N EER
CIVIL ENGINEERSS INCINC
.
ENGINEERS OPINION OF PROBABLE COST
FOR
THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT
PHASE II—10 UNITS
LOS RIOS HISTORIC DISTRICT
PROJECT SUMMARY
Cateaory Total Amount
MOBILIZATION, ROUGH GRADING, AND $15,000.00
EROSION CONTROL
SEWER IMPROVEMENTS $78,120.00
WATER IMPROVEMENTS $64,585.00
STREET IMPROVEMENTS $25,051.50
BUILDING IMPROVEMENTS $779,994.00
PRECISE GRADING $53,020.00
DOMESTIC IRRIGATION $52,592.00
RECYCLED IRRIGATION $59,493.50
LANDSCAPE $62,451.29
GRAND TOTAL $1,175,307.29
Little Hollywood Phase II- Affordable housing Project
Pre Bid Meeting
October 28, 2008 1100 pm
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Little Hollywood Phase II Affordable Housing Development Plan Holder's Questions
1. There is a cost benefit to purchasing and installing the one-bedroom units with
the porches already attached. Is it possible to bid the one bedroom units with the
porches attached?
The City will entertain all cost savings opportunities proposed by the contractor
selected for this project.
2. Would you please send me a copy of the plan holders list for the Little Hollywood
Affordable Housing Project Phase 2?
An updated version of the Projects Plan Holders List can be downloaded from
http:llwww.sanivancapistrano.orq/index.aspx?page=636.
3. We are putting the finishing touches on our proposal for Little Hollywood and
wanted to know if there was a soils report available.
The Project's Soil Report can be downloaded from
ham.I www.sanivancapistrano.orq/Index.aspx?page=636.
4. Is there an engineer's estimate for the Little Hollywood Phase II Affordable
Housing Project?
The Project's Engineer's Estimate can be downloaded from
http.//www.sanivancapistrano.orgllndex.aspx?page=636.
5. The Schedule of Work item S-5 calls for three sewer manholes; however, the
plans identify six sewer manholes necessary. Please clarify this discrepancy.
The quantity in Schedule of Work item S-5 should have been six each. Change
acknowledged in Addendum No. 2
6. The Schedule of Work item S-9 calls for the removal of 273 linear feet of existing
sewer line; however, the plans identify approximately 600 linear feet of existing
sewer line. Please clarify this discrepancy.
The quantity in Schedule of Work item S-9 should have been 600 linear feet.
Change acknowledged in Addendum No. 2
7. The Schedule of Work item W-2 calls for 29 linear feet of trenching, backfill, and
re-surfacing the street where the lines are laid. While the 29 linear feet matches
what is called out on the south end of the Water Improvement Sheet 4, it does
not include item No. 49 on the north end of the Water Improvement Sheet 5.
Please clarify this discrepancy.
0
The quantity in Schedule of Work item W-2 should have been 131 linear feet.
Change acknowledged in Addendum No. 2.
8. There is no call out in the Schedule of Work items for trenching, backfill, and re-
surfacing the street for sewer laterals. Should this cost be assumed into the
linear foot pricing of laying the lateral?
No, Schedule of Work item S-13 was added to include this work. Change
acknowledged in Addendum No. 2.
9. The Schedule of Work item W-3 calls for 719 linear feet water main; however, the
plans identify approximately 953 linear feet of water main necessary. Please
clarify this discrepancy.
The quantity 719 L.F. of 8"main line for W-3 is correct. Additionally, there is 209
L.F. of 1"domestic water service line as a part of W-11, which may clarify the
confusion.
10. The Schedule of Work item W-10 calls for five 8" water gate valves; however, the
Water Improvement Plans identify eleven. Please clarify this discrepancy.
The quantity in Schedule of Work item W-10 should have been eleven 8"water
gate valves. Change acknowledged in Addendum No. 2.
11. The Schedule of Work item ST-2 calls the removal of 297 square feet of concrete
driveway. While 296 square feet matches what is called out on item No. 12 of the
south-east side of the street shown on Sheet 4 of the Street Improvement Plans,
it does not include item No. 12 on the north-west side of the street, found on the
same sheet. Please clarify this discrepancy.
Remove concrete driveway CN#12: ST-2 quantity is 297 S.F. The CN#12 on
the north-west side of the street should be a 13. this error does not alter the bid.
12. Item No. 68 on the Percise Grading Plans shows a wall of stacked stones around
a tree area. Where is this item in the Schedule of Work?
This bid item seems to have been overlooked. The items to be added include:
SIZE DESCRIPTION COLOR QUANTITY
12"-18" boulders to be selected 36
9"-12" cobble to be selected 57
6"-9" cobble to be selected 123
Change acknowledged in Addendum No. 2.
0
13. The color of the cobble used can change the price significantly. Is there has been
a decision on the color of the boulders and cobble?
The proposed color will be approved by staff. Recommendation is to utilize the
most economical choice.
14. The specifications are calling out for two booster pumps. One for the domestic
water and for the reclaimed water, but I cannot find them on the plans. No detail
or spec on the booster pump.
The detailed specs for the boosters are found on page L-13 of the
Landscape/Irrigation Plans.
15. Section 17 of the General Conditions says that the City will designate a staging
area. Where is it?
The City will designate and determine the site prior to the pre-construction
meeting.
16. How is the Grading, Over Excavation, finish; etc. Paid for?
These items have been included in Addendum 4.
17. Note No. 68 on the Precise Grading Plans refers to stone staking per detail on
Sheet No. 3. There is no detail on sheet No. 3, where is it?
The stone stacking for note No. 68 on the precise grading has detail on sheet 3
of the precise grading plan. Additionally, there is a detail b"`boulder placement"
on sheet L'4 of the Landscape Plans.
18. Who pays for the Archio-Palio, soils testing and reports?
The City is separately contracting the Archeological reports and monitoring.
19. Confirm that per the soils report the over excavation is 10' below original ground.
Per the soils report the over excavation is 10'below original ground.
20. Is the soils report part of the contract documents?
The Soils Report is completed and on the City's Website for review at
http://www.sanivancat)istrano.orgllndex.awx?page=636.
21. Where is the 4" sidewalk and 6" concrete paid for?
The 4"sidewalks are under bid item B-17
The 6"concrete for the carports has been added to Addendum 5.
22. The Landscape plan note 1, 2, and 3 in the paving schedule refers to the soils
report for the carport slab reinforcement and thickness. Please provide a design
for these slabs as the 'Tables" are not included in the soils report supplies.
Please Refer to Table 3 "Non-Structural Concrete Flatware for Medium
Expansion Potential"on Page 21 of the soils report for reinforcement and
thickness.
23. Clarify intent and design of footings and slab carports as shown on A-5, detail
„b„
These details and calculations have been included in Addendum 2.
24. There is no pay item for the street light, "detail on C-05." Where is C-05 and how
are we paid?
The street light addition has been included in Addendum 4.
25. The Precise Grading Plan has construction notes for Bioretention Swale. Stone
Stacking around thee and four linear feet of 36" RCP and JS. There are no bid
pay items. How do we get paid?
The Bioretention Swale item and the inclusion of 4 linear feet of RCP have been
included in Addendum 5.
Please see bid items L-14, -15, and-16 for the stone stacking bid items, and bid
item PG-11 for the junction structure.
26. Provide details for concrete steps and landings as called for on Precise grading
plan.
No details are needed for the concrete steps and landings.
• •
27. The wood path lights 3 EA, (a/1-4) shown on L-2 has no conduit or run including
conductor or point of connection. Also not shown on SDG&E sheet 1 of 1. How is
this paid for?
Will be addressed prior to the Pre-Construction Meeting.
28. Irrigation Plan Sheet L-6 has no note for controller pad size of conduit or
conductor run, or point of connection. How is this paid for?
Will be addressed prior to the Pre-Construction Meeting.
29. Where is the conduit and conductor (who installs this wire?) size and run and
P.O.C. for street light shown on sheet L-2?
Will be addressed prior to the Pre-Construction Meeting.
30. Where can we find information about Occupational Licenses?
California Housing and Community Development website has information
regarding the license at http://www.hcd.ca.gov/codes/o!/.
31. What are the Bonding requirements?
Bid Bond- 10% total bid
Performance Bond- 100% total bid
Labor and Materials Bond- 100% total bid
32. Does this Job Require Prevailing Wage?
Yes.
33. Can a contractor bid on a single category alone?
No; however, contractors are encouraged to utilize the Plan Holders List to
present category bids to general contractors.
34. What is the scope for demolition?
• •
There is no direct scope for demolition; there is however, the request for removal
of trees and shrubs.
35. Who is the manufacturer of the light pole fixtures?
The manufacturer of the light pole fixtures is TSM.
36. Who is the manufacturer of the modular units and their contact information?
The City is utilizing Silvercrest Units. The contact is
Steve Truslow, Developer Sales
Silvercrest/Western Homes
299 N. Smith Ave
Corona, Ca 92880
1-800-382-0709
37. What are the City's Standard Specifications for abandonment of sewer lines and
sewer man holes?
The City does not have specifications for these items, and will utilize the City
inspector for the final approval of this work, as noted within the plans.
38. What is the earthwork balance of import vs. export?
The details behind the Earthwork balance were included in Addendum 5 which
can be downloaded from the City's website at
http://www.sanivancapistrano.org/index asox?Dage=636.
39. Where can we find the sign in sheet for the pre-bid meeting?
The sign in sheet can be downloaded from the City's website at
http//www sanivancapistrano orgllndex aspx?page=636.
40. Do we include the cost of the manufactured homes or just the construction and
site work on the bid?
The bid item should include the cost to supply and install the units.
41. What types of units will be being developed?
Pre-Fabricated units will be purchased and
• •
42. Pursuant to the specs and addendum:
L14/15/16 and 620/21/22 are the same items - are they just being repeated?
C4 and L1 are the same items - are they just being repeated as well?
L 14/15/16 and 820/21/22 (stone stacking boulders/cobbles) are duplicate items.
Please disregard 820/21/22. C4 and L 1 have a little overlap but are different
items.
• • CRA 8119/2008
AGENDA REPORT D1
TO: Dave Adams, Executive Director 9'0`
FROM: Douglas Dumhart, Economic Development Manager
SUBJECT: Consideration of Approval of Final Plans and Specifications for the Little
Hollywood Affordable Housing Project Phase II and Authorization to Solicit
Bids and Consideration of the Extension of Paseo Adelanto to Avenida De
La Vista. (Council Priority No. 6A & 7A).
RECOMMENDATION:
By motion, approve the final plans and specifications for Little Hollywood Affordable
Housing Project Phase II without landscape improvements within the Moulton Niguel
Water District's and Orange County Flood Control District's easements, and authorize
the solicitation of bids.
SITUATION:
Summary and Recommendation:
The plans and specifications for the Little Hollywood Affordable Housing Project Phase
II are complete and ready for approval and authorization to solicit bids. Staff has
included a set of plans and specifications approved by committees and commissions
(Attachment 1). Staffs finding of improvements over Orange County Flood Control
District's (OCFCD) and the Moulton Niguel Water District's (MNWD) easements
(Attachment 2) in the committee and commission approved plans motivated staff to
propose excluding the landscaping improvements.
At the joint Board and Council establishment of priorities meeting on May 14, staff was
requested to provide an overview of the possibility of extending Paseo Adelanto north to
Avenida de la Vista. The information regarding the possible road extension coincides
with the presentation of the Little Hollywood Affordable Housing Project Phase II plans
and specification, due to both projects potential utilization of the sight at the terminus of
Paseo Adelanto.
Staff recommends the Board by motion, approve the final plans and specifications for
Little Hollywood Affordable Housing Project Phase II without landscape improvements
within the MNWD and OCFCD easements, and authorize the solicitation of bids.
Agenda Report • •
Page 2 August 19, 2008
Backaround:
The Community Redevelopment Agency (the "Agency') has supported affordable
housing through the Little Hollywood project since the early 1980's. The Little Hollywood
project is located in the Los Rios Historic District, between Ramos Street and Mission
Street and currently consists of 14 units.
Ten additional affordable units have been planned since the program's inception. On
May 2, 2006 the Agency contracted Adams-Streeter to engineer and plan the ten
additional units for $285,780.
On November 13, 2006 Adams-Streeter submitted three conceptual designs for Agency
review and requested Agency direction on January 16, 2007 regarding the inquiry to
extend Paseo Adelanto to Avenida de la Vista. The Board agreed to move forward with
the Little Hollywood Phase II in the proposed location, at the terminus of Paseo
Adelanto (Attachment 3). The final plans and specifications for Little Hollywood Phase II
have been competed in accordance with direction received from the Board of Directors
at their January 16, 2007 meeting.
Little Hollywood Phase II has been developed over the past two years. The project is a
City Council priority originally assigned to the Planning Department and recently
transferred to the City Manager's Office under the Agency. The new.
Housing/Redevelopment Coordinator has taken on the remaining tasks the Little
Hollywood Phase II required for completion, including Staff approval of proposed
specifications and taking the final plans and specifications to Board of Directors for
approval.
Since the transition from the Planning Development two items have affected the Little
Hollywood Phase II Project:
1. The joint Agency and City Council meeting on May 14, 2008, establishment of
Council and Board priorities, reopened discussion for Paseo Adelanto to be
extended north to Avenida de la Vista. (Attachment 4)
2. A stakeholder meeting on June 20, to finalize necessary actions for the projects
completion, reveled that a portion of the planned landscaping improvements lie
within the OCFCD easement and the MNWD easement.
This report contains a discussion of the readiness of the Little Hollywood Phase II
Project, the Paseo Adelanto connection to Avenida de la Vista and its impacts on Phase
II; the issues and solutions with the OCFCD and MNWD easements; and, alternative
actions for the timely initiation and completion of this project.
Agenda Report • •
Page 3 August 19, 2008
Little Hollywood Affordable Housing Project Phase II Plans:
Adams-Streeter inc. has completed design drawings and construction specifications for
the work related to the ten affordable units, adjacent to the existing 14 affordable units,
in the Los Rios Historic District, for bidding and construction purposes. Staff and
commissions reviewed these drawings and specifications at 50%, 90% and now the
100% stage of the design process.
Paseo Adelanto Extension Considerations:
Staff has been working with Adams-Streeter since May, 2006, on developing the Little
Hollywood Project Phase II. At the joint Agency and City Council meeting on May 14,
2008, to establishment of Council and Board priorities, staff was requested to report
back on the possibility of Paseo Adelanto to be extended north to Avenida de la Vista.
With the Little Hollywood Project Phase II plans and specifications complete, staff
requests final direction from the Agency to move forward with the Little Hollywood
Project Phase II or alternatively to move forward with the extension of the Paseo
Adelanto. The considerations associated with extending Paseo Adelanto north to
Avenida de la Vista include the following:
1. Impacts of road extension on the Little Hollywood Phase II Project
The impacts from the above road extension to the Little Hollywood Phase II Project
include:
• The plans prepared and submitted by Adams-Streeter would need to be
completely redone at a cost of$210,000.
• The need to process a Rezone Amendment to the Los Rios Specific Plan
Circulation Element and map, with a fee of$5,000.
• The redesign and amendments to the Los Rios Specific Plan will result in
delaying the Little Hollywood Phase II Project approximately one year from the
estimated completion date of June, 2009 to June, 2010, approximate staff cost of
$20,000.
• The project delays will impact the City's progress towards meeting its Housing
Element Regional Housing Needs Assessment requirements for new
construction of low and very-low income units.
• One of the existing rental units completed in January, 2000, will need to be
relocated at a cost of approximately $89,800 (Attachment 5).
2. The road extensions consistency with the adopted Los Rios Specific Plan
zoning document
The Los Rios Specific Plan designates the Little Hollywood area as low density
residential with a density of 4 dwelling units per acre. The Circulation Element
Agenda Report • •
Page 4 August 19, 2008
states, in part, that Paseo Adelanto shall be 28' wide and extend from Del Obispo
Street to Ramos Street
• The Circulation Plan map does not include provision for extension of Paseo
Adelanto north through to Avenida de la Vista.
• This extension would require a Specific Plan amendment.
3. The impacts to the Del Obispo Bridae widening Capital Improvement Project
(_CIP No. 122)
Project Description: This project is located along Del Obispo Street between Alipaz
Street and Camino Capistrano. The proposed project consists of widening Del
Obispo Street over Trabuco Creek Bridge (Bridge No.55C0396), and channel
improvements. Westbound Del Obispo Street will be widened at the bridge and
through to Alipaz Street to accommodate dual left turn lanes, dual through lanes, a
bike lane and a sidewalk. Eastbound Del Obispo Street will be widened to provide
for a single through lane, a single shared through/right turn lane, a left-turn lane, a
bike lane, and a sidewalk.
Creating the extension of Paseo Adelanto through to Avenida de la Vista will create
a greater eastbound left turn demand at Paseo Adelanto than is currently planned.
While the traffic impacts from the roadway extension are unknown at this time and
would require analysis, the potential exists that an increase in traffic may require a
wider bridge to accommodate a longer left turn lane. The following sample
calculations give the estimated increased volume to the road using ITE Trip
Generation and an estimated 50% diversion to the extended roadway.
50% Peak Hour
Left Turnsest. 60%
ADT for 900 units: 4200 2100
AM Peak Hour: 300 150 90
PM Peak Hour: 380 190 114
These estimates do not include existing left turns.
The average storage need for turning vehicles from eastbound Del Obispo onto
Northbound Paseo Adelanto is two and a half to three vehicles. Should the road
extension cause fluctuations in arrival times, the storage would need to be increased
to about five (with intersection light in 80 second cycles).
The existing eastbound left turn pocket at Paseo Adelanto is 40 feet long, which is
enough for approximately two vehicles. The current project proposes a 50 foot long
eastbound left turn pocket at Paseo Adelanto, which will accommodate
approximately three vehicles. The distance between Alipaz and Paseo Adelanto
may be too short for a further extension. Widening the bridge for a vehicular capacity
purpose may also have implications with CalTrans, due to the current widening
being slated as an improvement for bikes and pedestrians only.
Agenda Report • •
Page 5 August 19, 2008
Plans are currently in preliminary stages and a change to widen the bridge may
extend the process; and thereby, potentially jeopardize the funding of $2.7 million,
should construction contract fail to be awarded before end of June 2009.
4. The impacts to the Camino Capistrano/Del Obispo Street Intersection Capital
Improvement Project (CIP No. 111)
Project Description: This project consists of minor improvements to the operation
of the Camino Capistrano/Del Obispo Street intersection by converting the existing
Del Obispo Street westbound lane configuration of one right turn, two through lanes,
one left turn lane into one shared through/right turn lane, one through lane, two left
turn lanes and widening the north side of westbound Del Obispo Street. Additionally,
driveway and sidewalk improvements are proposed to improve driveway turn
movement conflicts on approaches to the intersection.
The extension of Paseo Adelanto north to Avenida de la Vista can be expected to
reduce Del Obispo Street eastbound traffic making left turns and Camino Capistrano
southbound traffic making right turns. Overall, the roadway extension may improve
the intersection operation. However, the extent of such improvement and the traffic
impacts remains to be analyzed. There would be no cost implications to the Camino
Capistrano/Del Obispo Street intersection CIP project if Paseo Adelanto was
extended north to Avenida de la Vista.
5. The impacts to the existing Capistrano Villas and Los Rios District
neighborhoods
The Capistrano Villas neighborhood consists of approximately 900 condominiums
constructed on approximately 46 acres of land west of Camino Capistrano, east of
Avenida de la Vista, south of Oso Road, and north of Mission Street. The
ingress/egress to the Capistrano Villas condominiums is Camino Capistrano at Oso
Road and Camino Capistrano at La Zanja. There is also a gated emergency access
drive at Mission Street adjacent to Avenida de la Vista.
Extending Paseo Adelanto north through to Avenida de la Vista will open an
additional ingress/egress through the Little Hollywood area of the Los Rios District to
the Capistrano Villas neighborhood. Staff anticipates that increases in traffic counts
would be significantly impacted by the following: (1) Capistrano Villas 900
households; (2) the existing and proposed Los Rios District residential, commercial,
and visitor vehicles; and (3) commercial vehicles and trucks to and from several
stables and nursery operations off of Avenida de la Vista.
This extension may produce negative consequences to the Los Rios district and
may be unfavorable to the residents adjacent to the extension. Presenting the
community surrounding the project with a survey determining resident acceptance
Agenda Report • •
Page 6 August 19, 2008
would be prudent as well as allowing for collaboration to develop approval from the
neighborhood.
6. The consideration of extending the road Paseo Adelanto through to Avenida
de la Vista.
The extension of Paseo Adelanto through to Avenida de al Vista requires the
planning and engineering of Plans and Specifications for approximately 820 linear
feet of roadway. A general estimate for these documents is $60,000. This estimate
came from Adams-Streeter established with documents from their work on the Little
Hollywood Project Phase II.
The construction of the extension will have many steps, including; roughly 2,140
linear feet of curbs and gutters, around 27,100 square feet of AC pavement,
relocation of the Fico Aguilera memorial tree, grading and street undercutting, and
adjusting existing utilities to grade. The expectation for this construction is
anticipated to be at least $300,000.
The Paseo Adelanto extension would likely require investigation into traffic
controlling to determine if there will be a need to widen Paseo Adelanto for a
southbound turn lane from Paseo Adelanto to westbound Del Obispo, and to extend
or add a left turn lane from eastbound Del Obispo to northbound Paseo Adelanto.
7. Impact on Historical Downtown core.
The Paseo Adelanto extension is likely to offer an outflow from the Capistrano Villas
to Del Obispo Street instead of southbound on Camino Capistrano. This shift will
allow for a reduction in traffic on Camino Capistrano through the historic downtown
core. The main locations to be positively impacted will be at Camino Capistrano and
Ortega Highway, and at Camino Capistrano and Del Obispo.
B. Financing Paseo Adelanto Extension.
There is currently no identified funding source for the Paseo Adelanto Extension,
estimated to cost a minimum of $454,800.
Project Tasks Cost Estimation
a. Paseo Adelanto Extension Plans and Specifications $ 60,000
b. Rezone Amendment $ 5,000
c. Relocation of Existing Affordable Household/House $ 89,800
d. Actual Construction Costs. $300,000
Total $454,800
Agenda Report •
Page 7 August 19, 2008
This estimate does not include revisions to the Del Obispo bridge widening, due to
the many variables, including a potential loss of a $2.7 million grant.
Should the Paseo Adelanto extension become a priority for the City, the Council
must determine which of the thirteen Capital Improvement Projects, ranging from
$55,000 to $7.1 million, will be removed from the current circulation list to provide
funding for the project.
9. Timeline for Phase II if Paseo Adelanto extended.
Project Tasks Time Estimation
a. Planning Stages & City Review 3 months
b. Prepare Revised Plans for Residential Areas 3 months
c. Prepare Road Plans into Addition to Residential 1 months
d. Plan Check & Approval 3 month
Total 10 months*
*Timeline was estimated by Adams-Streeter.
OCFCD and MNWD Easement Issue:
The plans that went through the City commission's and committee's review contain
landscaping, irrigation, a drainage structure and an equestrian trail with fencing over
OCFCD and MNWD easements. Meetings with both OCFCD and MNWD revealed that,
to continue with the proposed plans, the Agency would be required to obtain a permit
and/or a letter of non-interference from OCFCD and MNWD respectfully. MNWD
informed staff that the trees originally planned for the west side of the equestrian trail
must be removed (Attachment 6). The Agency would also be responsible for
maintenance and repair of the area, should one of the districts disturb landscaping
improvements while accessing their easement.
Due to the time and consideration permits require prior to issuance, staff recommends
the approval of Phase II plans and specifications with the easements cleared of all
landscape improvements. The landscaping planned over the easements include 462
linear feet of an equestrian trail, an equestrian bridge, 10 valves, 1,390 linear feet of
piping, 76 irrigation heads, 22 linear feet pipe sleeving, approximately 13,500 square
feet of soil prep, grading and weed abatement, approximately 9,569 square feet of seed
mix, and 237 shrubs. The removal of landscaping improvements ensures the Agency
will not be financially responsible for maintaining these items over the OCFCD and
MNWD easements.
Agenda Report • •
Page 8 August 19, 2008
Alternative Actions:
1. Approve the final plans and specifications for Little Hollywood Affordable Housing
Project Phase II without improvements over the MNWD and OCFCD easements,
and authorize the solicitation of bids.
2. Approve committee and commission reviewed plans and specifications and
authorize bidding after OCFCD and MNWD approval of plans.
3. Do not approve plans and specifications for Little Hollywood Affordable Housing
Project Phase II and direct staff to prepare plans for Paseo Adelanto to extend to
Avenida de la Vista and revise Little Hollywood plans to incorporate the Paseo
Adelanto extension.
COMMISSION/BOARD REVIEW AND RECOMMENDATIONS:
At the Planning Commission meeting on September 25, 2007 the following actions were
supported:
a. The proposal to add 10 additional affordable manufactured housing rental units on
approximately 1.67 acres in Little Hollywood located at the northern terminus of
Paseo Adelanto between Ramos and Mission Streets
b. The landscape plan, treatment of the bioswale, entry area, and utility access
improvements be returned to the DRC for final approval.
At the Cultural Heritage Committee meeting on September 25, 2007 the following
actions were supported:
a. The projects consistency with the Los Rios Specific Plan and recommend approval.
At the Housing Advisory Committee meeting on August 29, 2007 the following actions
were supported:
a. California native, less expensive species of plans to be used and land to match the
palette for the Los Rios Park
b. The protection of the centrally located pepper trees.
c. Variegated asphalt shingles used
d. The use of French drains.
e. House finished grade and porch height may vary depending on its location.
f. Mix of one and two bedroom units with the one bedroom units providing disabled
access and bathrooms.
At the Design Review Committee meetings on February 15, August 2, and October 18,
2007 the following actions were supported:
Agenda Report • •
Page 9 August 19, 2008
b. Site Plan Concept #1, with the removal of the proposed unit at the Paseo Adelanto
project entry or at the Mission Street access for a total of ten (10) additional
manufactured units consistent with the Los Rios Specific Plan density limits.
c. The plan being revised to remove existing trees necessary to accommodate
additional units, with the exception of the large grouping of pepper trees in the rear
yard common area.
d. The site plan provides a pair (2) of tandem parking spaces on the proposed
driveways and under the individual carports of each unit to meet the project's
anticipated parking demand.
e. The project be granted a concession to the City's parking standards to allow twenty
(20) off-street parking spaces whereas the Code requires twenty-eight (28) spaces.
T. The elimination of the turn-around at the north area of the project site to allow for
additional landscaped common open space.
g. The use of asphalt composition shingles for roofing should use a variegated blend
shingle product.
h. The carport and porch posts should be specified to 6x6 lumber to provide
appropriate massing.
i. The proposed color palette, including the following ICI Paints:
• Tennessee / camel coat
• Whetstone / brownbag
• Heron Grey/ antique photograph
• Pepper tree / night sky
j. Extension of the landscape area at the southwest corner of the project site southerly
to the existing access drive to create a more natural, freeform edge.
k. The bio-swale along the westerly edge of the project including a riparian plant palette
to match the palette for the Los Rios Park.
I. The elimination of the New Zealand Christmas tree and the pine. In addition, the
landscaping incorporating differences so as to avoid the appearance of a
"condominium" project.
m. The re-examination of density/spacing of the shrubbery to assure adequate plant
material and plant massing. The plan should use larger shrubs or denser planting to
screen visibility of the project from Paseo Adelanto.
n. The depiction of elevations and condition of grades for the homes and for the curb
sections for PC consideration.
o. A gentle, natural curve, not an abrupt, angular alignment where the trail connection
tying to Ramos Street and the use of appropriate landscape planting to dissuade trail
users from shortcutting through the landscape area.
p. The palette incorporating California native plant material.
q. The landscape plan designating a natural transition to slope planting.
r. The review of the tree density to provide adequate spacing so that trees don't
compete with one another and fail to thrive and that some of the trees removal, due
to overcrowding at the southerly property boundary, would be acceptable.
s. The proposed bio-filtration swale design and minimizing irrigation in the adjoining
area after plants have been established along and within the trench area.
Agenda Report •
Page 10 August 19, 2008
The DRC approved the plans subject to the above comments
FINANCIAL CONSIDERATIONS:
The total estimated cost for the Paseo Adelanto extension is $454,800.
There are no funds currently allocated for this project. The City would need to transfer
funds from a project presently on the infrastructure or the Capital Improvement Project
list in order to provide funds for this project.
NOTIFICATION:
• Jarrod Egley, Adams-Streeter Civil Engineers Inc.
• Bruce Lissak, Land Concern Landscape Architecture
• Capistrano Villas, Homeowners
• Los Rios District Residents
RECOMMENDATION:
By motion, approve the final plans and specifications for Little Hollywood Affordable
Housing Project Phase II without landscape improvements within the Moulton Niguel
Water District's and Orange County Flood Control District's easements, and authorize
the solicitation of bids.
Respectfully submitted, Prepared by,
Douglat Dumhart Laura Stokes,
Economic Development Manager Housing/Redevelopment Coordinator
Attachments:
1. Little Hollywood Affordable Housing Plans and Specifications Packet- Commission
and committee approved
2. Exhibit Displaying OCFCD and MNWD Easement Lines
3. Minutes of the January 16, 2007 Agency Meeting
4. Paseo Adelanto Extension Exhibit-Tentatively Prepared by Adams-Streeter
5. Price Quote for Displacement and Replacement of Prefabricated Unit
6. Letter from MNWD Received June 10, 2008.
ATTACHMENT 1
Little Hollywood Affordable Housing Phase II Plans and
Specifications have been provided to the Board Directors.
A copy is available at the City Clerk's Office for public
review.
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15 GRAPHIC SCALE. 1'=61 Ph: 949T474t2330fk Fax: 949 47460251 OCFCD & MNWD EASEME
MINUTES
JANUARY 16, 2007
SAN JUAN CAPISTRANO COMMUNITY REDEVELOPMENT AGENCY
BOARD OF DIRECTORS
CLOSED SESSION (610.85)
A Closed Session was held for the following purposes, as authorized by statute:
1. Pursuant to Government Code section 54956.8, the Redevelopment Agency
Board met with its Real Property Negotiator (Executive Director) concerning the
sale of certain real properties more particularly described as APN 121-253-13 &
121-253-15; 121-240-39 & 121-240-73. The Agents representing the potential
buyers are Michael Pacheco of Automotive Investment Group (AIG) and Marc
Spizzirri of Family Toyota.
2. Pursuant to Government Code section 54956.8, the Redevelopment Agency
Board met with its Real Property Negotiator (Executive Director) concerning the
purchase of certain real property leasehold interest in APN 124-160-20. Agents
representing the leasehold interest are Arthur and Sandra Lichtenstein.
' Chairman Nielsen called the Regular Meeting of the Board of Directors of the San Juan
Capistrano Community Redevelopment Agency to order at 10:04 p.m.
ROLL CALL
BOARD MEMBERS PRESENT: Sam Allevato, Joe Soto, Dr. Londres Uso, Vice
Chairman Tom Hribar, and Chairman Mark Nielsen
BOARD MEMBERS ABSENT: None
STAFF PRESENT: Dave Adams, Executive Director; Bill Cunningham, Deputy
Executive Director; Meg Monahan, Agency Secretary; Cynthia L. Russell, Finance
Officer; John Shaw, Agency Council; and Eileen White, Recording Secretary.
ANNOUNCEMENT OF CLOSED SESSION ACTIONS - None
1
1/16/2007
ATTACHMENT 3
0 0
CONSENT CALENDAR
Board Action: Moved by Director Soto, seconded by Director Allevato, and carried
unanimously, 5-0, to approve items 1 and 2 as recommended by staff.
1. MINUTES OF THE REGULAR MEETING OF DECEMBER 19, 2006,
APPROVED AS SUBMITTED.
2. ACCOUNTS PAYABLE WARRANTS DATED JANUARY 4, 2007, IN THE
AMOUNT OF $610.04, RECEIVED AND FILED. (300.30)
PUBLIC HEARING - None
BOARD ACTIONS
1. STAFF DIRECTED TO PROCEED WITH PROCESSING THE LITTLE
HOLLYWOOD EXPANSION PLANS IN ACCORDANCE WITH THE
CIRCULATION ELEMENT CONTAINED IN THE ADOPTED LOS RIOS
SPECIFIC PLAN (APN 121-142-01, 07) (LITTLE HOLLYWOOD AFFORDABLE
RENTAL UNIT EXPANSION PROJECT) CITY COUNCIL PRIORITY #4A.
(430.80)
Descriotion: The Agency owns a residentially-zoned property in the Little
Hollywood area which was acquired for the purpose of providing low income
affordable rental housing, including rehabilitation of the existing units and
construction of additional rental units. In May 2006, the Agency selected Adams-
Streeter Civil Engineers Inc. to prepare three conceptual site plans for the
installation of 10 additional manufactured housing units on the vacant portion of
the property. Adams-Streeter Civil Engineers Inc. submitted the conceptual plans
to the City in November 2006. In response to a suggestion to extend Paseo
Adelanto north through the project site to Avenida de la Vista, staff is requesting
direction from the Agency regarding the street design for the project before
consideration of the conceptual site designs by the Design Review Committee.
Staff recommended the Directors direct staff to proceed with processing the Little
Hollywood expansion plans in accordance with the Circulation Element contained
in the adopted Los Rios Speck Plan.
Written Communications: Report dated January 16, 2007, from Lynnette
Adolphson, Management Analyst 11.
Presentation:Lynnette Adolphson, Management Analyst 11, reviewed the staff
recommendation. She advised that redesign of the site to allow for the future
2 1/16/2007
extension as proposed would result in the loss of at least one unit; relocation of
other units; redesign of the site, bridge and street plans; and require a formal
traffic study.
Public Comments:
Dave Davidson, City resident, was opposed to the proposed street extension as
it would negatively impact the Los Rios District.
Omar Gonzales, City resident, was opposed to a street extension. In addition, he
noted that his neighbor, Jeff Vasquez, is also opposed to the street extension
and opposed to the addition of affordable units to the area.
Director Comments:
Director Hribar suggested the street extension would divert hundreds of cars off
of Camino Capistrano every day to alleviate traffic congestion. He questioned
why the houses couldn't be plotted at this time to allow for future extension of the
road; and relayed the traffic congestion issues faced by residents living on the
west side of town.
Directors Uso, Allevato, Soto, and Chairman Nielsen supported staff proceeding
with processing the Little Hollywood expansion plans in accordance with the
' Circulation Element contained in the adopted Los Rios Specific Plan due to
concerns with pedestrian safety, increased traffic in a residential area, and
negative impacts to the Los Rios area.
Board Action: Moved by Director Uso, seconded by Director Soto and
carried 4-1, with Director Hribar opposed, to direct staff to proceed with
processing the Little Hollywood expansion plans in accordance with the
Circulation Element contained in the adopted Los Rios Specific Plan.
ROLL CALL
AYES: BOARD MEMBERS: Uso, Allevato, Soto, Chairman Nielsen
NOES: BOARD MEMBERS: Hribar
ABSTAIN: BOARD MEMBERS: None
' 3 1/16/2007
ADJOURNMENT
There being no further business, Chairman Nielsen adjourned the meeting at 10:34 p.m.
to Tuesday, January 30, 2007, at 5:30 p.m. for Closed Session, and 7:00 p.m., for the
Public Business Session, in the City Council Chamber.
Respectfully submitted,
M7proed.-
ET R. MONAHAN, AGENCY SECRETARY
A February 20, 2007
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0 •
PACIFIC MH CON5TRUCTION, INC. Estimate
13551 MAGNOLIA AVENUE
CORONA, CA 92879 Representative Date
AP 712812008
Name/Address
CITY OF SAN JUAN CAPISTRANO
FAX-(949)661-5451
LOCATION:
26508 MISSION ST.
SAN JUAN CAPISTRANO, CA 92675
Description Total
DETACH HOME FROM FOUNDATION,OPEN HOME @ MARRIAGE LINE,STRAP St CRANE HOME OFF OF 9,520.00
FOUNDATION,PLACE ON CRIBS,ATTACHE AXLES&TIRES,AND ATTACHE HITCH TO THE HOME FOR
TRANSPORT TO NEW LOCATION.
DEMO HOME,CARPORT,&PORCH FOUNDATIONS,DEMO CARPORT,DEMO DRIVEWAY, DEMO WALKWAY,AND 16,800.00
DETACH&DEMO PORCH STRUCTURE FROM HOME. CAP OFF ALL UTILITIES,DO NOT DISTURB TREES&
GRADE THE LOT INTO THE EXISTING SURROUNDING CONTOURS.
TRANSPORT HOME TO NEW LOCATION 2,900.00
DIG OUT HOME FOR LOW PROFILE SET AND ROLL WITH BACKHOE FOR COMPACTION. 1,930.00
BUILD NEW CARPORT 12'X24'(70 MATCH ORIGINAL)AND ATTACH ELECTRICAL&GAS LINES TO ENCLOSED 20,160.00
CARPORT AREA FOR WASHER&DRYER AND LIGHTS&POWER.
INSTALL 350 SQ FT OF 2500 PSI CONCRETE DRIVEWAY REINFORCED WITH STEEL MESH ON ADOBES @ 4"MIN 3,500.00
THICKNESS.
INSTALL 26'X33'135'9"ONTO NEW LOCATION WITH PIER SYSTEM,AND BUILD SILVERCREST PERMANENT 12,912.00
FOUNDATION TO SHIM HOME ONTO.(DOES NOT INCLUDE ANY OVEREXCAVATION FOR FOUNDATION SYSTEM)
STUB OUT UTILITIES WATER,SEWER, &GAS FROM HOME. 950.00
CONNECT ELECTRICITY,WATER,GAS,AND SEWER TO THE HOME PROVIDED THAT UTILITIES ARE WITHIN 10' 2,600.00
OF THE HOME. (CONNECTION AT A FURTHER DISTANCE WILL REQUIRE LOCATIONS AND DISTANCES TO
UTILITIES FOR A CHANGE ORDER).
CLOSE UPS OF HOME(THIS INCLUDES AREAS ALONG THE MARRIAGE LINE SUCH AS END WALLS AND ROOF 1,680.00
CAP-PAINTING BEST COLOR MATCH&CAULKING).
BUILD NEW PORCH TO MATCH ORIGINAL. 14,000.00
If you accept this estimate please sign at the bottom and mail or fax the
signed copy to the office. Total
'NOTICE TO OWNER"(Section 7019-Contractors License Law)-Under the
Mechanics Lien Law,any contractor,subcontractor,laborer,materialman or
other person who helps to improve your property and is not paid for his Labor, Signature
services or material,has a right to enforce his claim against your property.
Under the law,you may protect yourself against such claims by filing,before
commencing such work of improvement,an original contract for the work of
improvement of a modification thereof,in the office of the county recorder of
the county where the property is situated and requiring that a contractor's
payment be no be recorded in such office. Said bond shall be in an amount
not less than fifty percent(50%)of the contract price and shall,in add lion to
any cond lions for the performance of the contract,be conditioned for the Page 1
payment in full of the claims of all persons fumishing labor services,
equipment or materials for the work described in said contract.
ATTACHMENT 5
0 0
PACIFIC MH CONSTRUCTION, INC. Estimate
13551 MAGNOLIA AVENUE
CORONA,CA 92879 Representative Date
AP 7/28/2008
Name/Address
CITY OF SAN JUAN CAPISTRANO
FAX-(949)661-5451
LOCATION:
26508 MISSION ST.
SAN JUAN CAPISTRANO, CA 92675
Description Total
BUILD 120 SO FT OF NEW 2500 PSI WALKWAY MIN 4"THICKNESS ON WIRE MESH OVER ADOBES. 1,200.00
USE BOBCAT TO BACKFILL AROUND HOME. 1,652.00
RECOMMEND MIN OF$40,000 AS CONTINGENCY FUNDS FOR POSSIBLE OVEREXCAVATION 8 RUNNING
UTILITIES AT LENGTH UNKNOWN.(DOES NOT INCLUDE SURVEYING OR OTHER REPORTS THAT MAY BE
NEEDED).
If you accept this estimate please sign at the bottom and mail or fax the
signed copy to the office. Total $89,804.00
-NOTICE TO OWNER"(Section 7019-Contractors License Law)-Under the
Mechanics Lien Law,anycontractor,subcontractor,laborer,materialman or
other person who helps to improve your property,and is not paid for his labor, Signature
services or material,has a right to enforce his claim against your property.
U rider the law,you may protect yourself against such claims by filing,before
commencing such work of improvement,an original contract for the work of
improvement of a modification thereof,in the once of the county recorder of
the county where the property is situated and requiring that a contractor's
payment bond be recorded in such office. Said bond shall be in an amount
not less than fifty percent(50%)of the contract price and shall,in addition to
any conditions for the performance of the contract,be conditioned for the Page 2
payment in full of the claims of all persons furnishing labor services,
equipment or materials for the work described in said contract.
P'P- ['I
Moulton Niguel Water
WATER .+.1AL/TYANOSERWCEAREOY
t% proposed p o.ject at the
„r. the Moulton Xiguel Water
h2rcd to as the Oso-Trabuco
:")Id holder fkv an existing
�-1 1, ccicw any proposed site
placed within the existing
nuusion into the sewer that
I.III review any proposed
u �i :'a-ence letter once we arc
.115-3552.
t
-0203 ATTACHMENT 6
• Page 1 of 1
Christy JAI
From: Laura Stokes
Sent: Wednesday, August 13, 2008 3:50 PM
To: Christy Jakl
Subject: RE: Agenda Item
The notification for the Paseo Adelanto Extension was the cardstock notification I sent out earlier today, we were
simply notifying the public about the meeting.
There was no further notification beyond those people already mailed.
Let me know if you are referencing something else.
Laura
From: Christy Jakl
Sent: Wednesday, August 13, 2008 1:40 PM
To: Laura Stokes
Subject: Agenda Item
Hi Laura
May I please get envelope from you related to your item for the Paseo Adelanto Extension.
Let me know if you have any questions.
Thanks (D
Chrisl-� Jakl
Administrative Specialist, City Clerk's Office
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
(949) 443-6310 1 (949) 493-1053 fax
8/13/2008
PUBLIC MEETING NOTICE is Ik City of San Juan Capistrano
NOTICE IS HEREBY GIVEN,that on the 19`h of August, 2008, at 6:30 P.M. in the City Council Chamber, 32400 Paseo
Adelanto, San Juan Capistrano, California,the Community Redevelopment Agency Board of Directors will hold a public
meeting on the following:
CONSIDERATION OF APPROVAL OF FINAL PLANS AND SPECIFICATIONS FOR LITTLE HOLLYWOOD
PHASE II AND AUTHORIZATION TO SOLICIT BIDS; AND,
CONSIDERATION OF THE EXTENSION OF PASEO ADELANTO TO AVENIDA DE LA VISTA.
The plans and specifications have been completed for Little Hollywood Phase II located at the terminus of Paseo
Adelanto and Ramos Street. The affordable housing construction plans and specifications are ready for approval and
authorization to go out to bid.
Revisiting the discussion about the extension of Paseo Adelanto has been requested by the City Council. Information
about Paseo Adelanto's extension to Avenida De La Vista is contained in the report for the approval of plans and
specifications for the Little Hollywood Phase II project.
You are invited to attend the public meeting or visit the City's web site at www.sanivancapistrano.org to find out more
about the project. If you can not attend and have questions about the project, please contact the project manager,
Douglas Dumhart, Economic Development Manager at (949) 443-6316; or by e-mail at
ddumhaa()sanivancapistrano.org. Written information pertaining to this item must be submitted to the City Clerk by
5:00 p.m., on Monday, August 18, 2008 at 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. Individuals
desiring to submit late written information at the meeting must orally request such action.
PUBLIC MEETING NOTICE City of San Juan Capistrano
NOTICE IS HEREBY GIVEN, that on the 19`"of August, 2008, at 6:30 P.M. in the City Council Chamber, 32400 Paseo
Adelanto, San Juan Capistrano, California, the Community Redevelopment Agency Board of Directors will hold a public
meeting on the following:
CONSIDERATION OF APPROVAL OF FINAL PLANS AND SPECIFICATIONS FOR LITTLE HOLLYWOOD
PHASE II AND AUTHORIZATION TO SOLICIT BIDS; AND,
CONSIDERATION OF THE EXTENSION OF PASEO ADELANTO TO AVENIDA DE LA VISTA.
The plans and specifications have been completed for Little Hollywood Phase II located at the terminus of Paseo
Adelanto and Ramos Street. The affordable housing construction plans and specifications are ready for approval and
authorization to go out to bid.
Revisiting the discussion about the extension of Paseo Adelanto has been requested by the City Council. Information
about Paseo Adelanto's extension to Avenida De La Vista is contained in the report for the approval of plans and
specifications for the Little Hollywood Phase II project.
You are invited to attend the public meeting or visit the City's web site at www.sanivancapistrano.org to find out more
about the project. If you can not attend and have questions about the project, please contact the project manager,
Douglas Dumhart, Economic Development Manager at (949) 443-6316; or by e-mail at
ddumhart0sanivancapistrano.ora. Written information pertaining to this item must be submitted to the City Clerk by
5:00 p.m., on Monday, August 18, 2008 at 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. Individuals
desiring to submit late written information at the meeting must orally request such action.
• Capistrano Villas I HOA •
Customer List
House# Street Name City State Zip
Resident 26372 Oso Road San Juan Capistrano CA 92675
Resident 26374 Oso Road San Juan Capistrano CA 92675
Resident 26376 Oso Road San Juan Capistrano CA 92675
Resident 26378 Oso Road San Juan Capistrano CA 92675
Resident 26382 Oso Road San Juan Capistrano CA 92675
Resident 26384 Oso Road San Juan Capistrano CA 92675
Resident 26386 Oso Road San Juan Capistrano CA 92675
Resident 26388 Oso Road San Juan Capistrano CA 92675
Resident 30802 Ave De La Vista San Juan Capistrano CA 92675
Resident 30804 Ave De La Vista San Juan Capistrano CA 92675
Resident 30806 Ave De La Vista San Juan Capistrano CA 92675
Resident 30808 Ave De La Vista San Juan Capistrano CA 92675
Resident 30812 Ave De La Vista San Juan Capistrano CA 92675
Resident 30814 Ave De La Vista San Juan Capistrano CA 92675
Resident 30816 Ave De La Vista San Juan Capistrano CA 92675
Resident 30818 Ave De La Vista San Juan Capistrano CA 92675
Resident 30822 Ave De La Vista San Juan Capistrano CA 92675
Resident 30824 Ave De La Vista San Juan Capistrano CA 92675
Resident 30826 Ave De La Vista San Juan Capistrano CA 92675
Resident 30828 Ave De La Vista San Juan Capistrano CA 92675
Resident 30832 Ave De La Vista San Juan Capistrano CA 92675
Resident 30834 Ave De La Vista San Juan Capistrano CA 92675
Resident 30836 Ave De La Vista San Juan Capistrano CA 92675
Resident 30838 Ave De La Vista San Juan Capistrano CA 92675
Resident 30842 Ave De La Vista San Juan Capistrano CA 92675
Resident 30844 Ave De La Vista San Juan Capistrano CA 92675
Resident 30846 Ave De La Vista San Juan Capistrano CA 92675
Resident 30848 Ave De La Vista San Juan Capistrano CA 92675
Resident 30852 Ave De La Vista San Juan Capistrano CA 92675
Resident 30854 Ave De La Vista San Juan Capistrano CA 92675
Resident 30856 Ave De La Vista San Juan Capistrano CA 92675
Resident 30858 Ave De La Vista San Juan Capistrano CA 92675
Resident 30862 Ave De La Vista San Juan Capistrano CA 92675
Resident 30864 Ave De La Vista San Juan Capistrano CA 92675
Resident 30866 Ave De La Vista San Juan Capistrano CA 92675
Resident 30868 Ave De La Vista San Juan Capistrano CA 92675
Resident 30872 Ave De La Vista San Juan Capistrano CA 92675
Resident 30874 Ave De La Vista San Juan Capistrano CA 92675
Resident 30876 Ave De La Vista San Juan Capistrano CA 92675
Resident 30878 Ave De La Vista San Juan Capistrano CA 92675
Resident 30882 Ave De La Vista San Juan Capistrano CA 92675
Resident 30884 Ave De La Vista San Juan Capistrano CA 92675
Resident 30886 Ave De La Vista San Juan Capistrano CA 92675
Resident 30888 Ave De La Vista San Juan Capistrano CA 92675
Resident 30892 Ave De La Vista San Juan Capistrano CA 92675
Resident 30894 Ave De La Vista San Juan Capistrano CA 92675
Resident 30896 Ave De La Vista San Juan Capistrano CA 92675
Resident 30898 Ave De La Vista San Juan Capistrano CA 92675
Resident 30912 Ave De La Vista San Juan Capistrano CA 92675
Resident 30914 Ave De La Vista San Juan Capistrano CA 92675
8/13/2008 at 4:17 PM Page: 1
• Capistrano Villas I HOA •
Customer List
Resident 30916 Ave De La Vista San Juan Capistrano CA 92675
Resident 30918 Ave De La Vista San Juan Capistrano CA 92675
Resident 30922 Ave De La Vista San Juan Capistrano CA 92675
Resident 30924 Ave De La Vista San Juan Capistrano CA 92675
Resident 30926 Ave De La Vista San Juan Capistrano CA 92675
Resident 30928 Ave De La Vista San Juan Capistrano CA 92675
Resident 30932 Ave De La Vista San Juan Capistrano CA 92675
Resident 30934 Ave De La Vista San Juan Capistrano CA 92675
Resident 30936 Ave De La Vista San Juan Capistrano CA 92675
Resident 30938 Ave De La Vista San Juan Capistrano CA 92675
Resident 30942 Ave Da La Vista San Juan Capistrano CA 92675
Resident 30944 Ave De La Vista San Juan Capistrano CA 92675
Resident 30946 Ave De La Vista San Juan Capistrano CA 92675
Resident 30948 Ave De La Vista San Juan Capistrano CA 92675
Resident 30952 Ave De La Vista San Juan Capistrano CA 92675
Resident 30954 Ave De La Vista San Juan Capistrano CA 92675
Resident 30956 Ave De La Vista San Juan Capistrano CA 92675
Resident 30958 Ave De La Vista San Juan Capistrano CA 92675
Resident 30962 Ave De La Vista San Juan Capistrano CA 92675
Resident 30964 Ave De La Vista San Juan Capistrano CA 92675
Resident 30966 Ave De La Vista San Juan Capistrano CA 92675
Resident 30968 Ave De La Vista San Juan Capistrano CA 92675
Resident 31001 Calle San Diego San Juan Capistrano CA 92675
Resident 31002 Calle San Diego San Juan Capistrano CA 92675
Resident 31004 Calle San Diego San Juan Capistrano CA 92675
Resident 31006 Calle San Diego San Juan Capistrano CA 92675
Resident 31008 Calle San Diego San Juan Capistrano CA 92675
Resident 31011 Calle San Diego San Juan Capistrano CA 92675
Resident 31012 Calle San Diego San Juan Capistrano CA 92675
Resident 31013 Calle San Diego San Juan Capistrano CA 92675
Resident 31014 Calle San Diego San Juan Capistrano CA 92675
Resident 31015 Calle San Diego San Juan Capistrano CA 92675
Resident 31016 Calle San Diego San Juan Capistrano CA 92675
Resident 31017 Calle San Diego San Juan Capistrano CA 92675
Resident 31018 Calle San Diego San Juan Capistrano CA 92675
Resident 31021 Calle San Diego San Juan Capistrano CA 92675
Resident 31022 Calle San Diego San Juan Capistrano CA 92675
Resident 31023 Calle San Diego San Juan Capistrano CA 92675
Resident 31024 Calle San Diego San Juan Capistrano CA 92675
Resident 31025 Calle San Diego San Juan Capistrano CA 92675
Resident 31026 Calle San Diego San Juan Capistrano CA 92675
Resident 31027 Calle San Diego San Juan Capistrano CA 92675
Resident 31028 Calle San Diego San Juan Capistrano CA 92675
Resident 31031 Calle San Diego San Juan Capistrano CA 92675
Resident 31032 Calle San Diego San Juan Capistrano CA 92675
Resident 31033 Calle San Diego San Juan Capistrano CA 92675
Resident 31034 Calle San Diego San Juan Capistrano CA 92675
Resident 31035 Calle San Diego San Juan Capistrano CA 92675
Resident 31036 Calle San Diego San Juan Capistrano CA 92675
Resident 31037 Calle San Diego San Juan Capistrano CA 92675
Resident 31038 Calle San Diego San Juan Capistrano CA 92675
8/13/2008 at 4:17 PM Page:2
Capistrano Villas I HOA
Customer List
Resident 31042 Calle San Diego San Juan Capistrano CA 92675
Resident 31044 Calle San Diego San Juan Capistrano CA 92675
Resident 31046 Calle San Diego San Juan Capistrano CA 92675
Resident 31048 Calle San Diego San Juan Capistrano CA 92675
Resident 31061 Calle San Diego San Juan Capistrano CA 92675
Resident 31062 Calle San Diego San Juan Capistrano CA 92675
Resident 31063 Calle San Diego San Juan Capistrano CA 92675
Resident 31064 Calle San Diego San Juan Capistrano CA 92675
Resident 31065 Calle San Diego San Juan Capistrano CA 92675
Resident 31066 Calle San Diego San Juan Capistrano CA 92675
Resident 31067 Calle San Diego San Juan Capistrano CA 92675
Resident 31068 Calle San Diego San Juan Capistrano CA 92675
Resident 31071 Calle San Diego San Juan Capistrano CA 92675
Resident 31072 Calle San Diego San Juan Capistrano CA 92675
Resident 31073 Calle San Diego San Juan Capistrano CA 92675
Resident 31074 Calle San Diego San Juan Capistrano CA 92675
Resident 31075 Calle San Diego San Juan Capistrano CA 92675
Resident 31076 Calle San Diego San Juan Capistrano CA 92675
Resident 31077 Calle San Diego San Juan Capistrano CA 92675
Resident 31078 Calle San Diego San Juan Capistrano CA 92675
Resident 31081 Calle San Diego San Juan Capistrano CA 92675
Resident 31082 Calle San Diego San Juan Capistrano CA 92675
Resident 31083 Calle San Diego San Juan Capistrano CA 92675
Resident 31084 Calle San Diego San Juan Capistrano CA 92675
Resident 31085 Calle San Diego San Juan Capistrano CA 92675
Resident 31086 Calle San Diego San Juan Capistrano CA 92675
Resident 31087 Calle San Diego San Juan Capistrano CA 92675
Resident 31088 Calle San Diego San Juan Capistrano CA 92675
Resident 31091 Calle San Diego San Juan Capistrano CA 92675
Resident 31092 Calle San Diego San Juan Capistrano CA 92675
Resident 31093 Calle San Diego San Juan Capistrano CA 92675
Resident 31094 Calle San Diego San Juan Capistrano CA 92675
Resident 31095 Calle San Diego San Juan Capistrano CA 92675
Resident 31096 Calle San Diego San Juan Capistrano CA 92675
Resident 31097 Calle San Diego San Juan Capistrano CA 92675
Resident 31098 Calle San Diego San Juan Capistrano CA 92675
Resident 31102 Calle San Diego San Juan Capistrano CA 92675
Resident 31104 Calle San Diego San Juan Capistrano CA 92675
Resident 31106 Calle San Diego San Juan Capistrano CA 92675
Resident 31108 Calle San Diego San Juan Capistrano CA 92675
Resident 30972 Calle San Diego San Juan Capistrano CA 92675
Resident 30974 Calle San Diego San Juan Capistrano CA 92675
Resident 30976 Calle San Diego San Juan Capistrano CA 92675
Resident 30978 Calle San Diego San Juan Capistrano CA 92675
Resident 30982 Calle San Diego San Juan Capistrano CA 92675
Resident 30984 Calle San Diego San Juan Capistrano CA 92675
Resident 30986 Calle San Diego San Juan Capistrano CA 92675
Resident 30988 Calle San Diego San Juan Capistrano CA 92675
Resident 30992 Calle San Diego San Juan Capistrano CA 92675
Resident 30994 Calle San Diego San Juan Capistrano CA 92675
Resident 30996 Calle San Diego San Juan Capistrano CA 92675
8/13/2008 at 4:17 PM Page:3
• Capistrano Villas I HOA •
Customer List
Resident 30998 Calle San Diego San Juan Capistrano CA 92675
Resident 26431 Calle San Antonio San Juan Capistrano CA 92675
Resident 26432 Calle San Antonio San Juan Capistrano CA 92675
Resident 26433 Calle San Antonio San Juan Capistrano CA 92675
Resident 26434 Calle San Antonio San Juan Capistrano CA 92675
Resident 26435 Calle San Antonio San Juan Capistrano CA 92675
Resident 26436 Calle San Antonio San Juan Capistrano CA 92675
Resident 26437 Calle San Antonio San Juan Capistrano CA 92675
Resident 26438 Calle San Antonio San Juan Capistrano CA 92675
Resident 26441 Calle San Antonio San Juan Capistrano CA 92675
Resident 26442 Calle San Antonio San Juan Capistrano CA 92675
Resident 26443 Calle San Antonio San Juan Capistrano CA 92675
Resident 26444 Calle San Antonio San Juan Capistrano CA 92675
Resident 26445 Calle San Antonio San Juan Capistrano CA 92675
Resident 26446 Calle San Antonio San Juan Capistrano CA 92675
Resident 26447 Calle San Antonio San Juan Capistrano CA 92675
Resident 26448 Calle San Antonio San Juan Capistrano CA 92675
Resident 26451 Calle San Antonio San Juan Capistrano CA 92675
Resident 26452 Calle San Antonio San Juan Capistrano CA 92675
Resident 26453 Calle San Antonio San Juan Capistrano CA 92675
Resident 26454 Calle San Antonio San Juan Capistrano CA 92675
Resident 26455 Calle San Antonio San Juan Capistrano CA 92675
Resident 26456 Calle San Antonio San Juan Capistrano CA 92675
Resident 26457 Calle San Antonio San Juan Capistrano CA 92675
Resident 26458 Calle San Antonio San Juan Capistrano CA 92675
Resident 26461 Calle San Antonio San Juan Capistrano CA 92675
Resident 26462 Calle San Antonio San Juan Capistrano CA 92675
Resident 26463 Calle San Antonio San Juan Capistrano CA 92675
Resident 26464 Calle San Antonio San Juan Capistrano CA 92675
Resident 26465 Calle San Antonio San Juan Capistrano CA 92675
Resident 26466 Calle San Antonio San Juan Capistrano CA 92675
Resident 26467 Calle San Antonio San Juan Capistrano CA 92675
Resident 26468 Calle San Antonio San Juan Capistrano CA 92675
Resident 26471 Calle San Antonio San Juan Capistrano CA 92675
Resident 26472 Calle San Antonio San Juan Capistrano CA 92675
Resident 26473 Calle San Antonio San Juan Capistrano CA 92675
Resident 26474 Calle San Antonio San Juan Capistrano CA 92675
Resident 26475 Calle San Antonio San Juan Capistrano CA 92675
Resident 26476 Calle San Antonio San Juan Capistrano CA 92675
Resident 26477 Calle San Antonio San Juan Capistrano CA 92675
Resident 26478 Calle San Antonio San Juan Capistrano CA 92675
Resident 26482 Calle San Antonio San Juan Capistrano CA 92675
Resident 26484 Calle San Antonio San Juan Capistrano CA 92675
Resident 26486 Calle San Antonio San Juan Capistrano CA 92675
Resident 26488 Calle San Antonio San Juan Capistrano CA 92675
Resident 26492 Calle San Antonio San Juan Capistrano CA 92675
Resident 26494 Calle San Antonio San Juan Capistrano CA 92675
Resident 26496 Calle San Antonio San Juan Capistrano CA 92675
Resident 26498 Calle San Antonio San Juan Capistrano CA 92675
Resident 26502 Calle San Antonio San Juan Capistrano CA 92675
Resident 26504 Calle San Antonio San Juan Capistrano CA 92675
8/13/2008 at 4:17 PM Page:4
• Capistrano Villas I HOA •
Customer List
Resident 26506 Calle San Antonio San Juan Capistrano CA 92675
Resident 26508 Calle San Antonio San Juan Capistrano CA 92675
Resident 26411 Paseo Carmel San Juan Capistrano CA 92675
Resident 26412 Paseo Carmel San Juan Capistrano CA 92675
Resident 26413 Paseo Carmel San Juan Capistrano CA 92675
Resident 26414 Paseo Carmel San Juan Capistrano CA 92675
Resident 26415 Paseo Carmel San Juan Capistrano CA 92675
Resident 26416 Paseo Carmel San Juan Capistrano CA 92675
Resident 26417 Paseo Carmel San Juan Capistrano CA 92675
Resident 26418 Paseo Carmel San Juan Capistrano CA 92675
Resident 26421 Paseo Carmel San Juan Capistrano CA 92675
Resident 26422 Paseo Carmel San Juan Capistrano CA 92675
Resident 26424 Paseo Carmel San Juan Capistrano CA 92675
Resident 26425 Paseo Carmel San Juan Capistrano CA 92675
Resident 26426 Paseo Carmel San Juan Capistrano CA 92675
Resident 26428 Paseo Carmel San Juan Capistrano CA 92675
Resident 26431 Paseo Carmel San Juan Capistrano CA 92675
Resident 26432 Paseo Carmel San Juan Capistrano CA 92675
Resident 26434 Paseo Carmel San Juan Capistrano CA 92675
Resident 26436 Paseo Carmel San Juan Capistrano CA 92675
Resident 26438 Paseo Carmel San Juan Capistrano CA 92675
Resident 26441 Paseo Carmel San Juan Capistrano CA 92675
Resident 26442 Paseo Carmel San Juan Capistrano CA 92675
Resident 26443 Paseo Carmel San Juan Capistrano CA 92675
Resident 26444 Paseo Carmel San Juan Capistrano CA 92675
Resident 26445 Paseo Carmel San Juan Capistrano CA 92675
Resident 26446 Paseo Carmel San Juan Capistrano CA 92675
Resident 26447 Paseo Carmel San Juan Capistrano CA 92675
Resident 26448 Paseo Carmel San Juan Capistrano CA 92675
Resident 26501 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26502 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26503 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26504 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26505 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26506 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26507 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26508 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26511 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26512 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26513 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26514 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26515 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26516 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26517 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26518 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26522 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26451 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26452 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26453 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26454 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26455 Paseo San Gabriel San Juan Capistrano CA 92675
8/13/2008 at 4:17 PM Page:5
• Capistrano Villas I HOA •
Customer List
Resident 26456 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26457 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26458 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26461 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26462 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26463 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26464 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26465 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26466 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26467 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26468 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26471 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26472 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26473 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26474 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26475 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26476 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26477 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26478 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26481 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26482 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26483 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26484 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26485 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26486 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26487 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26488 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26491 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26492 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26493 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26494 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26495 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26496 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26497 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26498 Paseo San Gabriel San Juan Capistrano CA 92675
Resident 26511 Calle San Luis San Juan Capistrano CA 92675
Resident 26513 Calle San Luis San Juan Capistrano CA 92675
Resident 26515 Calle San Luis San Juan Capistrano CA 92675
Resident 26517 Calle San Luis San Juan Capistrano CA 92675
Resident 26521 Calle San Luis San Juan Capistrano CA 92675
Resident 26523 Calle San Luis San Juan Capistrano CA 92675
Resident 26525 Calle San Luis San Juan Capistrano CA 92675
Resident 26527 Calle San Luis San Juan Capistrano CA 92675
Resident 26531 Calle San Luis San Juan Capistrano CA 92675
Resident 26533 Calle San Luis San Juan Capistrano CA 92675
Resident 26535 Calle San Luis San Juan Capistrano CA 92675
Resident 26537 Calle San Luis San Juan Capistrano CA 92675
Resident 26539 Calle San Luis San Juan Capistrano CA 92675
Resident 26541 Calle San Luis San Juan Capistrano CA 92675
Resident 26543 Calle San Luis San Juan Capistrano CA 92675
Resident 26545 Calle San Luis San Juan Capistrano CA 92675
8/13/2008 at 4:17 PM Page:6
• Capistrano Villas I HOA •
Customer List
Resident 26547 Calle San Luis San Juan Capistrano CA 92675
Resident 26461 Calle San Luis San Juan Capistrano CA 92675
Resident 26463 Calle San Luis San Juan Capistrano CA 92675
Resident 26465 Calle San Luis San Juan Capistrano CA 92675
Resident 26467 Calle San Luis San Juan Capistrano CA 92675
Resident 26471 Calle San Luis San Juan Capistrano CA 92675
Resident 26472 Calle San Luis San Juan Capistrano CA 92675
Resident 26473 Calle San Luis San Juan Capistrano CA 92675
Resident 26474 Calle San Luis San Juan Capistrano CA 92675
Resident 26475 Calle San Luis San Juan Capistrano CA 92675
Resident 26476 Calle San Luis San Juan Capistrano CA 92675
Resident 26477 Calle San Luis San Juan Capistrano CA 92675
Resident 26478 Calle San Luis San Juan Capistrano CA 92675
Resident 26481 Calle San Luis San Juan Capistrano CA 92675
Resident 26482 Calle San Luis San Juan Capistrano CA 92675
Resident 26483 Calle San Luis San Juan Capistrano CA 92675
Resident 26484 Calle San Luis San Juan Capistrano CA 92675
Resident 26485 Calle San Luis San Juan Capistrano CA 92675
Resident 26486 Calle San Luis San Juan Capistrano CA 92675
Resident 26487 Calle San Luis San Juan Capistrano CA 92675
Resident 26488 Calle San Luis San Juan Capistrano CA 92675
Resident 26491 Calle San Luis San Juan Capistrano CA 92675
Resident 26492 Calle San Luis San Juan Capistrano CA 92675
Resident 26493 Calle San Luis San Juan Capistrano CA 92675
Resident 26494 Calle San Luis San Juan Capistrano CA 92675
Resident 26495 Calle San Luis San Juan Capistrano CA 92675
Resident 26496 Calle San Luis San Juan Capistrano CA 92675
Resident 26497 Calle San Luis San Juan Capistrano CA 92675
Resident 26498 Calle San Luis San Juan Capistrano CA 92675
Resident 31251 Calle San Juan San Juan Capistrano CA 92675
Resident 31252 Calle San Juan San Juan Capistrano CA 92675
Resident 31253 Calle San Juan San Juan Capistrano CA 92675
Resident 31254 Calle San Juan San Juan Capistrano CA 92675
Resident 31255 Calle San Juan San Juan Capistrano CA 92675
Resident 31256 Calle San Juan San Juan Capistrano CA 92675
Resident 31257 Calle San Juan San Juan Capistrano CA 92675
Resident 31258 Calle San Juan San Juan Capistrano CA 92675
Resident 31261 Calle San Juan San Juan Capistrano CA 92675
Resident 31262 Calle San Juan San Juan Capistrano CA 92675
Resident 31263 Calle San Juan San Juan Capistrano CA 92675
Resident 31264 Calle San Juan San Juan Capistrano CA 92675
Resident 31265 Calle San Juan San Juan Capistrano CA 92675
Resident 31266 Calle San Juan San Juan Capistrano CA 92675
Resident 31267 Calle San Juan San Juan Capistrano CA 92675
Resident 31268 Calle San Juan San Juan Capistrano CA 92675
Resident 31271 Calle San Juan San Juan Capistrano CA 92675
Resident 31272 Calle San Juan San Juan Capistrano CA 92675
Resident 31273 Calle San Juan San Juan Capistrano CA 92675
Resident 31274 Calle San Juan San Juan Capistrano CA 92675
Resident 31275 Calle San Juan San Juan Capistrano CA 92675
Resident 31276 Calle San Juan San Juan Capistrano CA 92675
8/13/2008 at 4:17 PM Page:7
Capistrano Villas I HOA
Customer List
Resident 31277 Calle San Juan San Juan Capistrano CA 92675
Resident 31278 Calle San Juan San Juan Capistrano CA 92675
Resident 31282 Calle San Juan San Juan Capistrano CA 92675
Resident 31284 Calle San Juan San Juan Capistrano CA 92675
Resident 31286 Calle San Juan San Juan Capistrano CA 92675
Resident 31288 Calle San Juan San Juan Capistrano CA 92675
Resident 26501 Calle San Francisco San Juan Capistrano CA 92675
Resident 26502 Calle San Francisco San Juan Capistrano CA 92675
Resident 26503 Calle San Francisco San Juan Capistrano CA 92675
Resident 26504 Calle San Francisco San Juan Capistrano CA 92675
Resident 26505 Calle San Francisco San Juan Capistrano CA 92675
Resident 26506 Calle San Francisco San Juan Capistrano CA 92675
Resident 26507 Calle San Francisco San Juan Capistrano CA 92675
Resident 26508 Calle San Francisco San Juan Capistrano CA 92675
Resident 26511 Calle San Francisco San Juan Capistrano CA 92675
Resident 26512 Calle San Francisco San Juan Capistrano CA 92675
Resident 26513 Calle San Francisco San Juan Capistrano CA 92675
Resident 26514 Calle San Francisco San Juan Capistrano CA 92675
Resident 26515 Calle San Francisco San Juan Capistrano CA 92675
Resident 26516 Calle San Francisco San Juan Capistrano CA 92675
Resident 26517 Calle San Francisco San Juan Capistrano CA 92675
Resident 26518 Calle San Francisco San Juan Capistrano CA 92675
Resident 26522 Calle San Francisco San Juan Capistrano CA 92675
Resident 26524 Calle San Francisco San Juan Capistrano CA 92675
Resident 26526 Calle San Francisco San Juan Capistrano CA 92675
Resident 26528 Calle San Francisco San Juan Capistrano CA 92675
Resident 26532 Calle San Francisco San Juan Capistrano CA 92675
Resident 26534 Calle San Francisco San Juan Capistrano CA 92675
Resident 26536 Calle San Francisco San Juan Capistrano CA 92675
Resident 26538 Calle San Francisco San Juan Capistrano CA 92675
Resident 26542 Calle San Francisco San Juan Capistrano CA 92675
Resident 26544 Calle San Francisco San Juan Capistrano CA 92675
Resident 26546 Calle San Francisco San Juan Capistrano CA 92675
Resident 26548 Calle San Francisco San Juan Capistrano CA 92675
Resident 26552 Calle San Francisco San Juan Capistrano CA 92675
Resident 26554 Calle San Francisco San Juan Capistrano CA 92675
Resident 26556 Calle San Francisco San Juan Capistrano CA 92675
Resident 26558 Calle San Francisco San Juan Capistrano CA 92675
Resident 26462 Calle San Francisco San Juan Capistrano CA 92675
Resident 26464 Calle San Francisco San Juan Capistrano CA 92675
Resident 26466 Calle San Francisco San Juan Capistrano CA 92675
Resident 26468 Calle San Francisco San Juan Capistrano CA 92675
Resident 26472 Calle San Francisco San Juan Capistrano CA 92675
Resident 26474 Calle San Francisco San Juan Capistrano CA 92675
Resident 26476 Calle San Francisco San Juan Capistrano CA 92675
Resident 26478 Calle San Francisco San Juan Capistrano CA 92675
Resident 26482 Calle San Francisco San Juan Capistrano CA 92675
Resident 26484 Calle San Francisco San Juan Capistrano CA 92675
Resident 26486 Calle San Francisco San Juan Capistrano CA 92675
Resident 26488 Calle San Francisco San Juan Capistrano CA 92675
Resident 26491 Calle San Francisco San Juan Capistrano CA 92675
8/13/2008 at 4:17 PM Page:8
Capistrano Villas I HOA
Customer List
Resident 26492 Calle San Francisco San Juan Capistrano CA 92675
Resident 26493 Calle San Francisco San Juan Capistrano CA 92675
Resident 26494 Calle San Francisco San Juan Capistrano CA 92675
Resident 26495 Calle San Francisco San Juan Capistrano CA 92675
Resident 26496 Calle San Francisco San Juan Capistrano CA 92675
Resident 26497 Calle San Francisco San Juan Capistrano CA 92675
Resident 26498 Calle San Francisco San Juan Capistrano CA 92675
Resident 26471 La Zanja St San Juan Capistrano CA 92675
Resident 26473 La Zanja St San Juan Capistrano CA 92675
Resident 26475 La Zanja St San Juan Capistrano CA 92675
Resident 26477 La Zanja St San Juan Capistrano CA 92675
Resident 26481 La Zanja St San Juan Capistrano CA 92675
Resident 26482 La Zanja St San Juan Capistrano CA 92675
Resident 26483 La Zanja St San Juan Capistrano CA 92675
Resident 26485 La Zanja St San Juan Capistrano CA 92675
Resident 26486 La Zanja St San Juan Capistrano CA 92675
Resident 26487 La Zanja St San Juan Capistrano CA 92675
Resident 26488 La Zanja St San Juan Capistrano CA 92675
Resident 26491 La Zanja St San Juan Capistrano CA 92675
Resident 26492 La Zanja St San Juan Capistrano CA 92675
Resident 26493 La Zanja St San Juan Capistrano CA 92675
Resident 26494 La Zanja St San Juan Capistrano CA 92675
Resident 26495 La Zanja St San Juan Capistrano CA 92675
Resident 26496 La Zanja St San Juan Capistrano CA 92675
Resident 26497 La Zanja St San Juan Capistrano CA 92675
Resident 26498 La Zanja St San Juan Capistrano CA 92675
Resident 26501 La Zanja St San Juan Capistrano CA 92675
Resident 26502 La Zanja St San Juan Capistrano CA 92675
Resident 26503 La Zanja St San Juan Capistrano CA 92675
Resident 26504 La Zanja St San Juan Capistrano CA 92675
Resident 26505 La Zanja St San Juan Capistrano CA 92675
Resident 26506 La Zanja St San Juan Capistrano CA 92675
Resident 26507 La Zanja St San Juan Capistrano CA 92675
Resident 26508 La Zanja St San Juan Capistrano CA 92675
Resident 26512 La Zanja St San Juan Capistrano CA 92675
Resident 26514 La Zanja St San Juan Capistrano CA 92675
Resident 26516 La Zanja St San Juan Capistrano CA 92675
Resident 26518 La Zanja St San Juan Capistrano CA 92675
Resident 26521 La Zanja St San Juan Capistrano CA 92675
Resident 26522 La Zanja St San Juan Capistrano CA 92675
Resident 26523 La Zanja St San Juan Capistrano CA 92675
Resident 26524 La Zanja St San Juan Capistrano CA 92675
Resident 26525 La Zanja St San Juan Capistrano CA 92675
Resident 26526 La Zanja St San Juan Capistrano CA 92675
Resident 26527 La Zanja St San Juan Capistrano CA 92675
Resident 26528 La Zanja St San Juan Capistrano CA 92675
Resident 26531 La Zanja St San Juan Capistrano CA 92675
Resident 26533 La Zanja St San Juan Capistrano CA 92675
Resident 26535 La Zanja St San Juan Capistrano CA 92675
Resident 26537 La Zanja St San Juan Capistrano CA 92675
Resident 26541 La Zanja San Juan Capistrano CA 92675
8/13/2008 at 4:17 PM Paye:9
• Capistrano Villas I ROA •
Customer List
Resident 26543 La Zanja St San Juan Capistrano CA 92675
Resident 26545 La Zanja St San Juan Capistrano CA 92675
Resident 26547 La Zanja St San Juan Capistrano CA 92675
Resident 26551 La Zanja St San Juan Capistrano CA 92675
Resident 26553 La Zanja St San Juan Capistrano CA 92675
Resident 26555 La Zanja St San Juan Capistrano CA 92675
Resident 26557 La Zanja St San Juan Capistrano CA 92675
Resident 26561 La Zanja St San Juan Capistrano CA 92675
Resident 26563 La Zanja St San Juan Capistrano CA 92675
Resident 26565 La Zanja St San Juan Capistrano CA 92675
Resident 26567 La Zanja St San Juan Capistrano CA 92675
Resident 26571 La Zanja St San Juan Capistrano CA 92675
Resident 26573 La Zanja St San Juan Capistrano CA 92675
Resident 26575 La Zanja St San Juan Capistrano CA 92675
Resident 26577 La Zanja St San Juan Capistrano CA 92675
Resident 26581 La Zanja St San Juan Capistrano CA 92675
Resident 26583 La Zanja St San Juan Capistrano CA 92675
Resident 26585 La Zanja St San Juan Capistrano CA 92675
Resident 26587 La Zanja St San Juan Capistrano CA 92675
Resident 26501 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26503 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26505 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26507 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26511 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26512 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26513 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26514 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26515 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26516 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26517 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26518 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26521 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26522 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26523 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26524 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26525 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26526 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26527 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26528 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26531 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26532 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26533 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26534 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26535 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26536 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26537 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26538 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26541 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26542 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26543 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26544 Paseo Santa Clara San Juan Capistrano CA 92675
8/13/2008 at 4:17 PM Page: 10
• Capistrano Villas I HOA •
Customer List
Resident 26545 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26546 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26547 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26548 Paseo Santa Clara San Juan Capistrano CA 92675
Resident 26531 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26532 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26541 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26542 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26543 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26544 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26545 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26546 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26547 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26548 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26551 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26552 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26553 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26554 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26555 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26556 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26557 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26558 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26561 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26562 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26563 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26564 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26565 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26566 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26567 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26568 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26571 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26572 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26573 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26574 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26575 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26576 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26577 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26578 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26581 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26582 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26583 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26584 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26585 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26586 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26587 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 26588 Calle Santa Barbara San Juan Capistrano CA 92675
Resident 31341 Los Rios St San Juan Capistrano CA 92675
Resident 31343 Los Rios St San Juan Capistrano CA 92675
Resident 31345 Los Rios St San Juan Capistrano CA 92675
Resident 31347 Los Rios St San Juan Capistrano CA 92675
Resident 31351 Los Rios St San Juan Capistrano CA 92675
8/13/2008 at 4:17 PM Page: 11
• Capistrano Villas I HOA •
Customer List
Resident 31353 Los Rios St San Juan Capistrano CA 92675
Resident 31355 Los Rios St San Juan Capistrano CA 92675
Resident 31357 Los Rios St San Juan Capistrano CA 92675
Resident 31361 Los Rios St San Juan Capistrano CA 92675
Resident 31363 Los Rios St San Juan Capistrano CA 92675
Resident 31365 Los Rios St San Juan Capistrano CA 92675
Resident 31367 Los Rios St San Juan Capistrano CA 92675
Resident 31371 Los Rios St San Juan Capistrano CA 92675
Resident 31372 Los Rios St San Juan Capistrano CA 92675
Resident 31373 Los Rios St San Juan Capistrano CA 92675
Resident 31374 Los Rios St San Juan Capistrano CA 92675
Resident 31375 Los Rios St San Juan Capistrano CA 92675
Resident 31376 Los Rios St San Juan Capistrano CA 92675
Resident 31377 Los Rios St San Juan Capistrano CA 92675
Resident 31378 Los Rios St San Juan Capistrano CA 92675
Resident 31381 Los Rios St San Juan Capistrano CA 92675
Resident 31382 Los Rios St San Juan Capistrano CA 92675
Resident 31383 Los Rios St San Juan Capistrano CA 92675
Resident 31384 Los Rios St San Juan Capistrano CA 92675
Resident 31385 Los Rios St San Juan Capistrano CA 92675
Resident 31386 Los Rios St San Juan Capistrano CA 92675
Resident 31387 Los Rios St San Juan Capistrano CA 92675
Resident 31388 Los Rios St San Juan Capistrano CA 92675
Resident 31391 Los Rios St San Juan Capistrano CA 92675
Resident 31392 Los Rios St San Juan Capistrano CA 92675
Resident 31393 Los Rios St San Juan Capistrano CA 92675
Resident 31394 Los Rios St San Juan Capistrano CA 92675
Resident 31395 Los Rios St San Juan Capistrano CA 92675
Resident 31396 Los Rios St San Juan Capistrano CA 92675
Resident 31397 Los Rios St San Juan Capistrano CA 92675
Resident 31398 Los Rios St San Juan Capistrano CA 92675
Resident 31412 Los Rios St San Juan Capistrano CA 92675
Resident 31414 Los Rios St San Juan Capistrano CA 92675
Resident 31416 Los Rios St San Juan Capistrano CA 92675
Resident 31418 Los Rios St San Juan Capistrano CA 92675
Resident 31422 Los Rios St San Juan Capistrano CA 92675
Resident 31424 Los Rios St San Juan Capistrano CA 92675
Resident 31426 Los Rios St San Juan Capistrano CA 92675
Resident 31428 Los Rios St San Juan Capistrano CA 92675
Resident 31432 Los Rios St San Juan Capistrano CA 92675
Resident 31434 Los Rios St San Juan Capistrano CA 92675
Resident 31436 Los Rios St San Juan Capistrano CA 92675
Resident 31438 Los Rios St San Juan Capistrano CA 92675
Resident 31442 Los Rios St San Juan Capistrano CA 92675
Resident 31444 Los Rios St San Juan Capistrano CA 92675
Resident 31446 Los Rios St San Juan Capistrano CA 92675
Resident 31448 Los Rios St San Juan Capistrano CA 92675
Resident 31461 Los Rios St San Juan Capistrano CA 92675
Resident 31462 Los Rios St San Juan Capistrano CA 92675
Resident 31463 Los Rios St San Juan Capistrano CA 92675
Resident 31464 Los Rios St San Juan Capistrano CA 92675
8/13/2008 at 4:17 PM Page: 12
• Capistrano Villas I HOA •
Customer List
Resident 31465 Los Rios St San Juan Capistrano CA 92675
Resident 31466 Los Rios St San Juan Capistrano CA 92675
Resident 31467 Los Rios St San Juan Capistrano CA 92675
Resident 31468 Los Rios St San Juan Capistrano CA 92675
Resident 31471 Los Rios St San Juan Capistrano CA 92675
Resident 31472 Los Rios St San Juan Capistrano CA 92675
Resident 31473 Los Rios St San Juan Capistrano CA 92675
Resident 31474 Los Rios St San Juan Capistrano CA 92675
Resident 31475 Los Rios St San Juan Capistrano CA 92675
Resident 31476 Los Rios St San Juan Capistrano CA 92675
Resident 31477 Los Rios St San Juan Capistrano CA 92675
Resident 31478 Los Rios St San Juan Capistrano CA 92675
Resident 31481 Los Rios St San Juan Capistrano CA 92675
Resident 31482 Los Rios St San Juan Capistrano CA 92675
Resident 31483 Los Rios St San Juan Capistrano CA 92675
Resident 31484 Los Rios St San Juan Capistrano CA 92675
Resident 31485 Los Rios St San Juan Capistrano CA 92675
Resident 31486 Los Rios St San Juan Capistrano CA 92675
Resident 31487 Los Rios St San Juan Capistrano CA 92675
Resident 31488 Los Rios St San Juan Capistrano CA 92675
Resident 31492 Los Rios St San Juan Capistrano CA 92675
Resident 31494 Los Rios St San Juan Capistrano CA 92675
Resident 31496 Los Rios St San Juan Capistrano CA 92675
Resident 31498 Los Rios St San Juan Capistrano CA 92675
Resident 31501 Los Rios St San Juan Capistrano CA 92675
Resident 31502 Los Rios St San Juan Capistrano CA 92675
Resident 31503 Los Rios St San Juan Capistrano CA 92675
Resident 31504 Los Rios St San Juan Capistrano CA 92675
Resident 31505 Los Rios St San Juan Capistrano CA 92675
Resident 31506 Los Rios St San Juan Capistrano CA 92675
Resident 31507 Los Rios St San Juan Capistrano CA 92675
Resident 31508 Los Rios St San Juan Capistrano CA 92675
Resident 31511 Los Rios St San Juan Capistrano CA 92675
Resident 31513 Los Rios St San Juan Capistrano CA 92675
Resident 31515 Los Rios St San Juan Capistrano CA 92675
Resident 31517 Los Rios St San Juan Capistrano CA 92675
Resident 31522 Los Rios St San Juan Capistrano CA 92675
Resident 31524 Los Rios St San Juan Capistrano CA 92675
Resident 31526 Los Rios St San Juan Capistrano CA 92675
Resident 31528 Los Rios St San Juan Capistrano CA 92675
Resident 31531 Los Rios St San Juan Capistrano CA 92675
Resident 31532 Los Rios St San Juan Capistrano CA 92675
Resident 31533 Los Rios St San Juan Capistrano CA 92675
Resident 31534 Los Rios St San Juan Capistrano CA 92675
Resident 31535 Los Rios St San Juan Capistrano CA 92675
Resident 31536 Los Rios St San Juan Capistrano CA 92675
Resident 31537 Los Rios St San Juan Capistrano CA 92675
Resident 31538 Los Rios St San Juan Capistrano CA 92675
Resident 31541 Los Rios St San Juan Capistrano CA 92675
Resident 31542 Los Rios St San Juan Capistrano CA 92675
Resident 31543 Los Rios St San Juan Capistrano CA 92675
8/13/2008 at 4:17 PM Page: 13
Capistrano Villas I HOA
Customer List
Resident 31544 Los Rios St San Juan Capistrano CA 92675
Resident 31545 Los Rios St San Juan Capistrano CA 92675
Resident 31546 Los Rios St San Juan Capistrano CA 92675
Resident 31547 Los Rios St San Juan Capistrano CA 92675
Resident 31548 Los Rios St San Juan Capistrano CA 92675
Resident 31552 Los Rios St San Juan Capistrano CA 92675
Resident 31554 Los Rios St San Juan Capistrano CA 92675
Resident 31556 Los Rios St San Juan Capistrano CA 92675
Resident 31558 Los Rios St San Juan Capistrano CA 92675
Resident 31561 Los Rios St San Juan Capistrano CA 92675
Resident 31563 Los Rios St San Juan Capistrano CA 92675
Resident 31565 Los Rios St San Juan Capistrano CA 92675
Resident 31567 Los Rios St San Juan Capistrano CA 92675
Resident 31571 Los Rios St San Juan Capistrano CA 92675
Resident 31572 Los Rios St San Juan Capistrano CA 92675
Resident 31573 Los Rios St San Juan Capistrano CA 92675
Resident 31574 Los Rios St San Juan Capistrano CA 92675
Resident 31575 Los Rios St San Juan Capistrano CA 92675
Resident 31576 Los Rios St San Juan Capistrano CA 92675
Resident 31577 Los Rios St San Juan Capistrano CA 92675
Resident 31578 Los Rios St San Juan Capistrano CA 92675
Resident 31581 Los Rios St San Juan Capistrano CA 92675
Resident 31582 Los Rios St San Juan Capistrano CA 92675
Resident 31583 Los Rios St San Juan Capistrano CA 92675
Resident 31584 Los Rios St San Juan Capistrano CA 92675
Resident 31585 Los Rios St San Juan Capistrano CA 92675
Resident 31586 Los Rios St San Juan Capistrano CA 92675
Resident 31587 Los Rios St San Juan Capistrano CA 92675
Resident 31588 Los Rios St San Juan Capistrano CA 92675
Resident 31591 Los Rios St San Juan Capistrano CA 92675
Resident 31592 Los Rios St San Juan Capistrano CA 92675
Resident 31593 Los Rios St San Juan Capistrano CA 92675
Resident 31594 Los Rios St San Juan Capistrano CA 92675
Resident 31595 Los Rios St San Juan Capistrano CA 92675
Resident 31596 Los Rios St San Juan Capistrano CA 92675
Resident 31597 Los Rios St San Juan Capistrano CA 92675
Resident 31598 Los Rios St San Juan Capistrano CA 92675
Resident 31601 Los Rios St San Juan Capistrano CA 92675
Resident 31602 Los Rios St San Juan Capistrano CA 92675
Resident 31604 Los Rios St San Juan Capistrano CA 92675
Resident 31606 Los Rios St San Juan Capistrano CA 92675
Resident 31608 Los Rios St San Juan Capistrano CA 92675
Resident 31611 Los Rios St San Juan Capistrano CA 92675
Resident 31382 Avenida de la Vista San Juan Capistrano CA 92675
Resident 31562 Avenida de la Vista San Juan Capistrano CA 92675
Resident 31564 Avenida de la Vista San Juan Capistrano CA 92675
Resident 31566 Avenida de la Vista San Juan Capistrano CA 92675
Resident 31568 Avenida de la Vista San Juan Capistrano CA 92675
Resident 31572 Avenida de la Vista San Juan Capistrano CA 92675
Resident 31574 Avenida de la Vista San Juan Capistrano CA 92675
Resident 31576 Avenida de la Vista San Juan Capistrano CA 92675
8/13/2008 at 4:17 PM Page: 14
Capistrano Villas I HOA
Customer List
Resident 31578 Avenida de la Vista San Juan Capistrano CA 92675
Resident 31582 Avenida de la Vista San Juan Capistrano CA 92675
Resident 31584 Avenida de la Vista San Juan Capistrano CA 92675
Resident 31586 Avenida de la Vista San Juan Capistrano CA 92675
Resident 31588 Avenida de la Vista San Juan Capistrano CA 92675
Resident 31592 Avenida de la Vista San Juan Capistrano CA 92675
Resident 31594 Avenida de la Vista San Juan Capistrano CA 92675
Resident 31596 Avenida de la Vista San Juan Capistrano CA 92675
Resident 31598 Avenida de la Vista San Juan Capistrano CA 92675
Resident 31442 Calle La Purisima San Juan Capistrano CA 92675
Resident 31444 Calle La Purisima San Juan Capistrano CA 92675
Resident 31446 Calle La Purisima San Juan Capistrano CA 92675
Resident 31448 Calle La Purisima San Juan Capistrano CA 92675
Resident 31452 Calle La Purisima San Juan Capistrano CA 92675
Resident 31454 Calle La Purisima San Juan Capistrano CA 92675
Resident 31456 Calle La Purisima San Juan Capistrano CA 92675
Resident 31458 Calle La Purisima San Juan Capistrano CA 92675
Resident 31462 Calle La Purisima San Juan Capistrano CA 92675
Resident 31464 Calle La Purisima San Juan Capistrano CA 92675
Resident 31466 Calle La Purisima San Juan Capistrano CA 92675
Resident 31468 Calle La Purisima San Juan Capistrano CA 92675
Resident 31472 Calle La Purisima San Juan Capistrano CA 92675
Resident 31474 Calle La Purisima San Juan Capistrano CA 92675
Resident 31476 Calle La Purisima San Juan Capistrano CA 92675
Resident 31478 Calle La Purisima San Juan Capistrano CA 92675
Resident 31482 Calle La Purisima San Juan Capistrano CA 92675
Resident 31484 Calle La Purisima San Juan Capistrano CA 92675
Resident 31486 Calle La Purisima San Juan Capistrano CA 92675
Resident 31488 Calle La Purisima San Juan Capistrano CA 92675
Resident 31511 Calle La Purisima San Juan Capistrano CA 92675
Resident 31512 Calle La Purisima San Juan Capistrano CA 92675
Resident 31513 Calle La Purisima San Juan Capistrano CA 92675
Resident 31514 Calle La Purisima San Juan Capistrano CA 92675
Resident 31515 Calle La Purisima San Juan Capistrano CA 92675
Resident 31516 Calle La Purisima San Juan Capistrano CA 92675
Resident 31517 Calle La Purisima San Juan Capistrano CA 92675
Resident 31518 Calle La Purisima San Juan Capistrano CA 92675
Resident 31521 Calle La Purisima San Juan Capistrano CA 92675
Resident 31522 Calle La Purisima San Juan Capistrano CA 92675
Resident 31523 Calle La Purisima San Juan Capistrano CA 92675
Resident 31524 Calle La Purisima San Juan Capistrano CA 92675
Resident 31525 Calle La Purisima San Juan Capistrano CA 92675
Resident 31526 Calle La Purisima San Juan Capistrano CA 92675
Resident 31527 Calle La Purisima San Juan Capistrano CA 92675
Resident 31528 Calle La Purisima San Juan Capistrano CA 92675
Resident 31531 Calle La Purisima San Juan Capistrano CA 92675
Resident 31533 Calle La Purisima San Juan Capistrano CA 92675
Resident 31535 Calle La Purisima San Juan Capistrano CA 92675
Resident 31537 Calle La Purisima San Juan Capistrano CA 92675
Resident 31541 Calle La Purisima San Juan Capistrano CA 92675
Resident 31543 Calle La Purisima San Juan Capistrano CA 92675
8/13/2008 at 4:17 PM Page: 15
Capistrano Villas I HOA
Customer List
Resident 31545 Calle La Purisima San Juan Capistrano CA 92675
Resident 31547 Calle La Purisima San Juan Capistrano CA 92675
Resident 31552 Calle La Purisima San Juan Capistrano CA 92675
Resident 31554 Calle La Purisima San Juan Capistrano CA 92675
Resident 31556 Calle La Purisima San Juan Capistrano CA 92675
Resident 31558 Calle La Purisima San Juan Capistrano CA 92675
Resident 31561 Calle La Purisima San Juan Capistrano CA 92675
Resident 31562 Calle La Purisima San Juan Capistrano CA 92675
Resident 31563 Calle La Purisima San Juan Capistrano CA 92675
Resident 31564 Calle La Purisima San Juan Capistrano CA 92675
Resident 31565 Calle La Purisima San Juan Capistrano CA 92675
Resident 31566 Calle La Purisima San Juan Capistrano CA 92675
Resident 31567 Calle La Purisima San Juan Capistrano CA 92675
Resident 31568 Calle La Purisima San Juan Capistrano CA 92675
Resident 31571 Calle La Purisima San Juan Capistrano CA 92675
Resident 31572 Calle La Purisima San Juan Capistrano CA 92675
Resident 31573 Calle La Purisima San Juan Capistrano CA 92675
Resident 31574 Calle La Purisima San Juan Capistrano CA 92675
Resident 31575 Calle La Purisima San Juan Capistrano CA 92675
Resident 31576 Calle La Purisima San Juan Capistrano CA 92675
Resident 31577 Calle La Purisima San Juan Capistrano CA 92675
Resident 31578 Calle La Purisima San Juan Capistrano CA 92675
Resident 31581 Calle La Purisima San Juan Capistrano CA 92675
Resident 31582 Calle La Purisima San Juan Capistrano CA 92675
Resident 31583 Calle La Purisima San Juan Capistrano CA 92675
Resident 31584 Calle La Purisima San Juan Capistrano CA 92675
Resident 31585 Calle La Purisima San Juan Capistrano CA 92675
Resident 31586 Calle La Purisima San Juan Capistrano CA 92675
Resident 31587 Calle La Purisima San Juan Capistrano CA 92675
Resident 31588 Calle La Purisima San Juan Capistrano CA 92675
Resident 31591 Calle La Purisima San Juan Capistrano CA 92675
Resident 31602 Calle La Purisima San Juan Capistrano CA 92675
Resident 31604 Calle La Purisima San Juan Capistrano CA 92675
Resident 31606 Calle La Purisima San Juan Capistrano CA 92675
LAS HADA 31866 CAMINO CAPISTRANO SAN JUAN CAPISTRA CA 92675
MODERO% 11292 BIG CANOE BIG CANOE GA 31143
BLANK 31842 PASEO CIELO SAN JUAN CAPISTRA CA 92675
WARKEN131600 LOS RIOS SAN JUAN CAPISTRA CA 92675
BLANK 31842 PASEO CIELO SAN JUAN CAPISTRA CA 92675
TAYLOR 31661 LOS RIOS SAN JUAN CAPISTRA CA 92675
MEZA 31665 LOS RIOS SAN JUAN CAPISTRA CA 92675
DOURAGF 31701 LOS RIOS SAN JUAN CAPISTRA CA 92675
MAZZEI 31712 LOS RIOS SAN JUAN CAPISTRA CA 92675
CHORAK 25882 PASEO DE JUAN ITA SAN JUAN CAPISTRA CA 92675
NICCOLA 31721 LOS RIOS SAN JUAN CAPISTRA CA 92675
CHORAK 25882 PASEO DE JUAN ITA SAN JUAN CAPISTRA CA 92675
HUMPHRY31752 LOS RIOS SAN JUAN CAPISTRA CA 92675
RIOS 31781 LOS RIOS SAN JUAN CAPISTRA CA 92675
GONZALE 31791 LOS RIOS SAN JUAN CAPISTRA CA 92675
ITO 25682 EASTWING DANA POINT CA 92629
SOCIETY 31831 LOS RIOS SAN JUAN CAPISTRA CA 92675
8/13/2008 at 4:17 PM Page: 16
• Capistrano Villas I HOA •
Customer List
PALMER 31871 LOS RIOS SAN JUAN CAPISTRA CA 92675
TRUJILLO 31875 LOS RIOS SAN JUAN CAPISTRA CA 92675
BACERRA 31881 LOS RIOS SAN JUAN CAPISTRA CA 92675
VASQUEZ 31891 LOS RIOS SAN JUAN CAPISTRA CA 92675
SAN DHAU 31901 LOS RIOS SAN JUAN CAPISTRA CA 92675
OLIVERE8808 INNESLEY ARROYO GRANDE CA 93420
OLIVERE£31921 LOS RIOS SAN JUAN CAPISTRA CA 92675
HUNN 34092 MALAGA DANA POINT CA 92629
AURORA 26614 MISSION SAN JUAN CAPISTRA CA 92675
FITTS 26616 MISSION SAN JUAN CAPISTRA CA 92675
DAVIDSOP 26621 RAMOS SAN JUAN CAPISTRA CA 92675
HUTCHIN:26632 RAMOS SAN JUAN CAPISTRA CA 92675
HARDY 26523 CALLE LORENZO SAN JUAN CAPISTRA CA 92675
MUKIA P.O. BOX 7 SAN JUAN CAPISTRA CA 92693
Saddlebacl 1801 Park Place Court Ste G Santa Ana CA 92701
Shea Ridin 26284 Oso Road San Juan Capistrano CA 92675
Sycamore 26282 Avenida de la Vista San Juan Capistrano CA 92675
Rahimi 31053 Avenida de la Vista San Juan Capistrano CA 92675
Metz 25072 Via Portola Laguna Niguel CA 92677
OCFCD 300 N Flower St. 6th FI. Santa Ana CA 92703
Resident 26587 Ramos St. San Juan Capistrano CA 92675
Resident 26591 Ramos St. San Juan Capistrano CA 92675
Resident 26571 Ramos St. San Juan Capistrano CA 92675
Resident 26508 Mission St. San Juan Capistrano CA 92675
Resident 26611 Mission St. San Juan Capistrano CA 92675
Resident 26512 Mission St. San Juan Capistrano CA 92675
Resident 26613 Mission St. San Juan Capistrano CA 92675
Resident 26603 Mission St. San Juan Capistrano CA 92675
Resident 26610 Mission St. San Juan Capistrano CA 92675
Resident 26604 Mission St. San Juan Capistrano CA 92675
Resident 26602 Mission St. San Juan Capistrano CA 92675
Resident 26511 Mission St. San Juan Capistrano CA 92675
Resident 26592 Mission St. San Juan Capistrano CA 92675
Resident 26510 Mission St. San Juan Capistrano CA 92675
Jarrod Egle 15 Corporate Park Irvine CA 92606
Bruce Lissi 1750 East Deere Avenue Santa Ana CA 92705
8/13/2008 at 4:17 PM Page: 17
• • CRA 8/19/2008
D1
August 13, 2008
Council Members
City of San Juan Capistrano
Re: Connecting Adelanto with Ave.de la Vista
Dear Council Members,
As a 30 plus year resident of Paseo Santa Clara, a street that connects with Ave de la Vista, I have
daily experience trying to timely exit one ofthe two egress/ingress points for the Villas via La Zanj a.
The intersection of La Zanja and Camino Capistrano is not quite as bad as Ortega/ I-5 in the
morning, but close. When school is in session it is about as bad as the aforementioned.
I believe that connecting the two streets will solve some of the congestion at La Zanja/Camino
Capistrano,but will also relieve some of the congestion at Del Obispo and Camino Capistrano in
the morning and afternoon peak traffic periods.
Please consider this issue as one part of the solution to the overall traffic problem with which we are
now faced.
Respectfully,
qa E���
W.D. Buckner
26521 Paseo Santa Clara
San Juan Capistrano
949-493-7500
0 0
RESOURCF MANAGEMFN I
August 19, 2008 u,
City Council Members
City of San Juan Capistrano =_+ N
32400 Paseo Adelanto c�� C2 R1
San Juan Capistrano, CA 92675 �A D <
rn
Re: Paseo Adelanto Extension �� '0
z �
C) [J
Dear Council Members:
I am writing to you on behalf of the Board of Directors for Capistrano Villas I, Capistrano
Villas II, and Capistrano Villas III.
The Board of Directors from all three communities have discussed and approved the
proposed plan to extend Paseo Adelanto so that it connects with Avenida de La Vista.
The Board Members feel that it will reduce the congestion at Camino Capistrano and La
Zanja and allow residents another way out of the community, which currently can be a
daunting task.
The Board would like to suggest that speed bumps be installed on Paseo Adelanto
north of Del Obispo so that it does not become a raceway for the younger members in
the community.
Sincerely,
Coastal Resource Management, LLC
As directed by the Board of Directors
%�
Chris Kervick, CCAM
Authorized Property Manager
cc: Board of Directors
Capistrano Villas I
Capistrano Villas II
Capistrano Villas III
2713213 Paseo Espada, Suite 1201 , San Juan Capistrano, CA 92675
(949) 234-0297 vmail (949) 234-0296 (mail
a
NESOUNCF - M /\ NAGEMFN I
August 19, 2008
City Council Members
City of San Juan Capistrano
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
Re: Paseo Adelanto Extension
Dear Council Members:
I am writing to you on behalf of the Board of Directors for Capistrano Villas 1, Capistrano
Villas 11, and Capistrano Villas III.
The Board of Directors from all three communities have discussed and approved the
proposed plan to extend Paseo Adelanto so that it connects with Avenida de La Vista.
The Board Members feel that it will reduce the congestion at Camino Capistrano and La
Zanja and allow residents another way out of the community, which currently can be a
daunting task.
The Board would like to suggest that speed bumps be installed on Paseo Adelanto
north of Del Obispo so that it does not become a raceway for the younger members in
the community.
Sincerely,
Coastal Resource Management, LLC
As directed by the Board of Directors
Chris Kervick, CCAM
Authorized Property Manager
CC' Board of Directors
Capistrano Villas I
Capistrano Villas It
Capistrano Villas III
27132B Paseo Espada, Suite 1201, San Juan Capistrano, CA 92675
(949) 234-0297 vmail (949) 234-0296 fmail
00
Cr
RESOURCE - M A N A G E M F N I
August 19, 2008
City Council Members
City of San Juan Capistrano
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
Re: Paseo Adelanto Extension
Dear Council Members:
I am writing to you on behalf of the Board of Directors for Capistrano Villas I, Capistrano
Villas 11, and Capistrano Villas III.
The Board of Directors from all three communities have discussed and approved the
proposed plan to extend Paseo Adelanto so that it connects with Avenida de La Vista.
The Board Members feel that it will reduce the congestion at Camino Capistrano and La
Zanja and allow residents another way out of the community, which currently can be a
daunting task.
The Board would like to suggest that speed bumps be installed on Paseo Adelanto
north of Del Obispo so that it does not become a raceway for the younger members in
the community.
Sincerely,
Coastal Resource Management, LLC
As directed by the Board of Directors
Chris Kervick, CCAM
Authorized Property Manager
cc: Board of Directors
Capistrano Villas I
Capistrano Villas II
Capistrano Villas III
27132B Paseo Espada, Suite 1201 , San Juan Capistrano, CA 92675
(949) 234-0297 vmail (949) 234-0296 (mail
00
RESOURCE - MAN /\ GEMFN 1
August 19, 2008
City Council Members
City of San Juan Capistrano
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
Re: Paseo Adelanto Extension
Dear Council Members:
I am writing to you on behalf of the Board of Directors for Capistrano Villas I, Capistrano
Villas 11, and Capistrano Villas III.
The Board of Directors from all three communities have discussed and approved the
proposed plan to extend Paseo Adelanto so that it connects with Avenida de La Vista.
The Board Members feel that it will reduce the congestion at Camino Capistrano and La
Zanja and allow residents another way out of the community, which currently can be a
daunting task.
The Board would like to suggest that speed bumps be installed on Paseo Adelanto
north of Del Obispo so that it does not become a raceway for the younger members in
the community.
Sincerely,
Coastal Resource Management, LLC
As directed by the Board of Directors
Chris Kervick, CCAM
Authorized Property Manager
cc: Board of Directors
Capistrano Villas I
Capistrano Villas II
Capistrano Villas III
271326 Paseo Espada, Suite 1201 , San Juan Capistrano, CA 92675
(949) 234-0297 vmail (949) 234-0296 (mail
° a
RESOURCE - MANAGEMEN 1
August 19, 2008
City Council Members
City of San Juan Capistrano
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
Re: Paseo Adelanto Extension
Dear Council Members:
I am writing to you on behalf of the Board of Directors for Capistrano Villas I, Capistrano
Villas II, and Capistrano Villas III.
The Board of Directors from all three communities have discussed and approved the
proposed plan to extend Paseo Adelanto so that it connects with Avenida de La Vista.
The Board Members feel that it will reduce the congestion at Camino Capistrano and La
Zanja and allow residents another way out of the community, which currently can be a
daunting task.
The Board would like to suggest that speed bumps be installed on Paseo Adelanto
north of Del Obispo so that it does not become a raceway for the younger members in
the community.
Sincerely,
Coastal Resource Management, LLC
As directed by the Board of Directors
@� �
Chris Kervick, CCAM
Authorized Property Manager
cc: Board of Directors
Capistrano Villas I
Capistrano Villas II
Capistrano Villas III
271328 Paseo Espada, Suite 1201, San Juan Capistrano, CA 92675
(949) 234-0297 vmail (949) 234-0296 (mail
CtLF - MANAGEMFN I
August 19, 2008
City Council Members
City of San Juan Capistrano
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
Re: Paseo Adelanto Extension
Dear Council Members:
I am writing to you on behalf of the Board of Directors for Capistrano Villas I, Capistrano
Villas II, and Capistrano Villas III.
The Board of Directors from all three communities have discussed and approved the
proposed plan to extend Paseo Adelanto so that it connects with Avenida de La Vista.
The Board Members feel that it will reduce the congestion at Camino Capistrano and La
Zanja and allow residents another way out of the community, which currently can be a
daunting task.
The Board would like to suggest that speed bumps be installed on Paseo Adelanto
north of Del Obispo so that it does not become a raceway for the younger members in
the community.
Sincerely,
Coastal Resource Management, LLC
As directed by the Board of Directors
Chris Kervick, CCAM
Authorized Property Manager
cc: Board of Directors
Capistrano Villas I
Capistrano Villas II
Capistrano Villas III
27132B Paseo Espada, Suite 1201 , San Juan Capistrano, CA 92675
(949) 234-0297 vmail (949) 234-0296 fmail
00
R E S O U R C F - M A N A G E M E N I
August 19, 2008
City Council Members
City of San Juan Capistrano
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
Re: Paseo Adelanto Extension
Dear Council Members:
I am writing to you on behalf of the Board of Directors for Capistrano Villas I, Capistrano
Villas II, and Capistrano Villas III.
The Board of Directors from all three communities have discussed and approved the
proposed plan to extend Paseo Adelanto so that it connects with Avenida de La Vista.
The Board Members feel that it will reduce the congestion at Camino Capistrano and La
Zanja and allow residents another way out of the community, which currently can be a
daunting task.
The Board would like to suggest that speed bumps be installed on Paseo Adelanto
north of Del Obispo so that it does not become a raceway for the younger members in
the community.
Sincerely,
Coastal Resource Management, LLC
As directed by the Board of Directors
�V «!�
Chris Kervick, CCAM
Authorized Property Manager
cc: Board of Directors
Capistrano Villas I
Capistrano Villas II
Capistrano Villas III
271328 Paseo Espada, Suite 1201, San Juan Capistrano, CA 92675
(949) 234-0297 vmail (949) 234-0296 fmail
,
AFFIDAVIT OF PUBLICATION PROOF OF PUBLICATION
STATE OF CALIFORNIA, )
RECEIVED
) ss.
County of Orange > M OCT 20 A 8: 2b ,
I am a citizen of the United States and a resident CITY CLERK
of the County aforesaid; I am over the age of II AJAN CAPISTRANO
eighteen years, and not a party to or interested in
the above entitled matter. I am the principal clerk
of the Capistrano Valley News, a newspaper
that has been adjudged to be a newspaper of
general circulation by the Superior Court of the
County of Orange, State of California, on June 7,
1984, Case No. A-122949 in and for the City of
xorsox or4rrm
San Juan Capistrano, County of Orange, State of
rvxovxr Aranrtu
HOLLYWOOD APP M NO�PROJECT,
California; that the notice, of which the annexed
is a true printed copy,has been published in each
Notice is h given Mm the Coy of Sen Juan
regular and entire issue of said newspaper and tie Hollywood H°"Mil stalleci°"'e +• e Lit-
ph08B roposele or bids for 11 10
Units,Los Rios Historic District until 2: p.m.on the 11th
not in any supplement thereof on the following day November 2XIi.
A pr�bid canterxice is scheduled for 1:00 p.m.on Octo-
ber 28,ZOOS,in the City Council Chamber.
dates,to wit: Copies of yrs plans end SpecMpations ere on fib at the
City Clerk's office, City of San Jusnparano, 32900
September 25,October 2,2008 pease Adeanro,San Juan Capistrano,c:l°�naa•and may
be obtained at the non-retradWlo charge of r 90.00,plus a
charge at$10.M for each set of Plans and SpecMostions
mailed.
"I certify (or declare) under the penalty of Deted: September 11.Not
perjury under the laws of the State of California
/e/Maerrppyarsatt fl.Alarlehan
MM6WEr JUAN
that the foregoing is true and correct": ORA of SAN JIM,CALIFOR IA
OMNOE COl1NIV,CALIFORNIA
Executed at Santa Ana,Orange County, Publish:Cap=Valley Nss s Sept 2S,oa 2,2005
California, on
Date: October 2,2008
gnature
Capistrano Valley News
625 N.Grand Ave.
Santa Ana,CA 92701
(714)796-2209
NOTICE OF TRANSMITTAL
CAPISTRANO VALLEY NEWS
Legal Publications
CHARGE TO ACCOUNT NO: 0041125000
FOR PUBLICATION ON: SEPTEMBER 25, 2008
OCTOBER 2, 2008
OCTOBER 9, 2008
DOCUMENT TO BE PUBLISHED NOTICE INVITING BIDS —The Little Hollywood
Affordable Housing Project Phase II — 10 Units
Los Rios Historic District
PROOF OF PUBLICATION: Please fax to:
City Clerk's Office, City Hall
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
fax (949) 493-1053
telephone (949) 493-1171
AUTHORIZED BY:
DATE: Seoember 7, 2008
Date of Bid Opening - 11/17/2008
Date(s) notice published - 09/25/2008
- 10/02/2008
Date affidavit received -
Date notice posted in - 09/25/2008
designated posting places
NOTICE INVITING BIDS
IMPROVEMENT PLANS FOR THE LITTLE HOLLYWOOD AFFORDABLE HOUSING
PROJECT, PHASE II — 10 UNITS, LOS RIOS HISTORIC DISTRICT
Notice is hereby given that the City of San Juan Capistrano will receive sealed
proposals or bids for the Little Hollywood Affordable Housing Project, Phase II — 10 Units,
Los Rios Historic District until 2:00 p.m. on the 17th day November 2008.
A pre-bid conference is scheduled for 1:00 p.m. on October 28, 2008, in the City
Council Chamber.
Copies of the Plans and Specifications are on file at the City Clerk's Office, City of
San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California, and may be
obtained at the non-refundable charge of $ 90.00, plus a charge of $ 10.00 for each set of
Plans and Specifications mailed.
Dated: September 17, 2008 /
M ARET R. MONAHAN, CITY CLERK
C F SAN JUAN CAPISTRANO
ORANGE COUNTY, CALIFORNIA
FOR OFFICE USE ONLY:
STATE OF CALIFORNIA )
COUNTY OF ORANGE ) ss. AFFIDAVIT OF POSTING
CITY OF SAN JUAN CAPISTRANO ) AND PUBLICATION
I, MARGARET R. MONAHAN, declare that I am the duly appointed and
qualified City Clerk of the City of San Juan Capistrano; that on September 25th 2008, 1
caused the above Notice to be posted in three (3) public places in the City of San Juan
Capistrano, to wit:
City Hall;
Community Center Reception Area;
Orange County Public Library
AND, that on September 25h and October 2nd , 2008, the above Notice was published in
the Capistrano Valley News newspaper.
I declare under penalty of perjury that the foregoing is true and correct.
MARGARET R. MONAHAN, CITY CLERK
City of San Juan Capistrano, California
THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT
PHASE II— 10 UNITS
LOS RIOS HISTORIC DISTRICT
NOTICE INVITING BIDS
Public notice is hereby given that the San Juan Capistrano Community Redevelopment Agency
will, up to 2 p.m., on the 17`6 day of November 2008, receive sealed proposals or bids for the
IMPROVEMENT PLANS FOR THE LITTLE HOLLYWOOD AFFORDABLE HOUSING
PROJECT, PHASE II — 10 UNITS, LOS RIOS HISTORIC DISTRICT in accordance with the
approved Plans, Specifications, Special Provisions, and the Standard Specification for Public
Works Construction, 2006 Edition, including all supplements therefore, on file in the office of
the City Clerk of the City of San Juan Capistrano, California. Bids will be received until the
time hereinbefore stated at the City Clerk's Office, San Juan Capistrano City Hall, 32400 Paseo
Adelanto, San Juan Capistrano, California.
No bid will be received unless it is made on a proposal provided within these specifications.
Any person desiring to submit a bid proposal in response to this bid package must first purchase
the bid package. Each proposal or bid must be accompanied by a certified check, cash, cashier's
check, or bidder's bond payable to the San Juan Capistrano Community Redevelopment Agency
in the sum of not less than ten percent of the total bid amount.
The bid check, cashier's check or bidder's bond of the successful bidder will be forfeited to the
San Juan Capistrano Community Redevelopment Agency in the event such successful bidder
fails to enter into the required contract within 15 days after the written notice that said contract
has been awarded to him for the work.
A pre-bid conference is scheduled at 1 p.m. on the 28th day of October, 2008, in the City
Council Chambers, The contractor shall have the opportunity for clarification or interpretation
of any point or points of question within the plans and contract documents or specifications. It is
the contractor's responsibility to be in attendance at this conference to receive any information
disclosed during the proceedings, for the City of San Juan Capistrano shall not disseminate any
records of the conference. Exclusive of written addenda and this pre-bid conference, the San
Juan Capistrano Community Redevelopment Agency shall not be responsible for any
instructions, explanations, or interpretation of the plans, specifications, and contract documents
presented to the bidders in any manner.
The successful bidder, simultaneously with the execution of the contract, will be required to
furnish a Faithful Performance Bond equal in the amount of one-hundred percent (100%) of the
contract price. The surety bond company must be selected from among the surety companies set
forth in the Standard Specifications.
The Board of Directors reserves the right to reject any and all bids received and to compare the
relative merits of the respective bids and to choose that, which in the opinion of the San Juan
Capistrano Community Redevelopment Agency, will best serve the interests or needs of the City
of San Juan Capistrano.
A time limit of two hundred forty (240) calendar days has been set for the completion of the
work, from the date of the Notice to Proceed.
BIDDERS ARE HEREBY NOTIFIED THAT, 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 and shall be
made available to any interested party on request.
Copies of plans and specifications are on file in the office of the City Clerk of San Juan
Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California. Copies of the plans and
specifications for use in preparing bids may be obtained at the Office of the City Clerk, San Juan
Capistrano, at the address shown above. One set of plans and specifications is available for each
general contractor proposing to submit a bid for said work. A charge in the amount of$90 non-
refundable, is required for obtaining each set of plans and specifications. There will be a $10
charge for postage and handling on all plans and specifications mailed.
Each bidder shall state the California Contractor's License Number and Classification of such
bidder so bidding, as no bid will be accepted from a Contractor who has not been licensed in
accordance with the provisions of the laws of the State of California relating to the licensing of
Contractors.
This Notice is hereby given and published by order of the Board of Directors of the City of San
Juan Capistrano Community Redevelopment Agency and is dated this the 251h day of September,
2008.
Before contacting City staff, please check the City of San Juan Capistrano's website for
information regarding any questions.
http://www.sanivancai)istrano.org/
If you are unable to find an answer on the website please contact Margaret R. Monahan.
CITY CLERK
CITY OF SAN JUAN CAPISTRANO
ORANGE COUNTY, CALIFORNIA
SEP 18 2008 11:03 FP 7147962294 7147962294 TO 919494931053 P.03iO4
NOTICE INVITING BIDS
INPROVENEW PLANS FOR THE LITTLE r
HOLL1rWOOD AFFORDABLE HOUSING PROJECT,
PHASE 11 -70 UNITS, LOS RIOS HISTORIC 1�
DISTRICT
Notice is hereby given that the City of San Juan
Capistrano will receive sealed proposals or bids for the Lit-
tle Hollywood Affordable Housing Project, Phase II - 10
Units, Los Rios Historic District until 2:00 p.m. on the 17th
day November 2008.
A pre-bid conference is scheduled for 1:00 p.m. on Octo-
ber 28, 2008, in the City Council Chamber. —Copies of the Plans and Specifications are on file at the
City Clerk's Office, City of San Juan Capistrano, 32400
Paseo Adelanto, San Juan Capistrano, California, and may
he obtained at the non-refundable charge of $ 10.00, plus a
charge of $ 90.00 for each set of Plans and Specifications
mailed.
Dated: September 17, 2008
/s/ Margaret R. Monahan
MARGARET R. MONAHAN. CITY CLERK
CITY OF SAN JUAN CAPISTRANO
ORANGE COUNTY, CALIFORNIA
Publish: Capistrano Valley News September 25, 2008
8682349
NOTICE OF TRANSMITTAL
CAPISTRANO VALLEY NEWS
Legal Publications
CHARGE TO ACCOUNT NO: 0041125000
FOR PUBLICATION ON: SEPTEMBER 25, 2008
OCTOBER 2, 2008
DOCUMENT TO BE PUBLISHED NOTICE INVITING BIDS —The Little Hollywood
Affordable Housing Project Phase II — 10 Units
Los Rios Historic District
PROOF OF PUBLICATION: Please fax to:
City Clerk's Office, City Hall
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
fax (949) 493-1053
telephone (949) 493-1171
AUTHORIZED BY:
DATE: �e;ernber 17, 2008
Date of Bid Opening - 11/17/2008
Date(s) notice published - 09/25/2008
- 10/02/2008 V\
Date affidavit received -
Date notice posted in - 09/25/20
designated posting places
NOTICE INVITING BIDS
IMPROVEMENT PLANS FOR THE LITTLE HOLLYWOOD AFFORDABLE HOUSING
PROJECT, PHASE II — 10 UNITS, LOS RIOS HISTORIC DISTRICT
Notice is hereby given that the City of San Juan Capistrano will receive sealed
proposals or bids for the Little Hollywood Affordable Housing Project, Phase II — 10 Units,
Los Rios Historic District until 2:00 p.m. on the 17"' day November 2008.
A pre-bid conference is scheduled for 1:00 p.m. on October 28, 2008, in the City
Council Chamber.
Copies of the Plans and Specifications are on file at the City Clerk's Office, City of
San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California, and may be
obtained at the non-refundable charge of $ 10.00, plus a charge of $ 90.00 for each set of
Plans and Specifications mailed.
Dated: September 17, 2008
AR ARET R. MONAHAN, CITY CLERK
ITY 9F SAN JUAN CAPISTRANO
ORANGE COUNTY, CALIFORNIA
FOR OFFICE USE ONLY:
STATE OF CALIFORNIA )
COUNTY OF ORANGE ) ss. AFFIDAVIT OF POSTING
CITY OF SAN JUAN CAPISTRANO ) AND PUBLICATION
I, MARGARET R. MONAHAN, declare that I am the duly appointed and
qualified City Clerk of the City of San Juan Capistrano; that on September 251h, 2008, 1
caused the above Notice to be posted in three (3) public places in the City of San Juan
Capistrano, to wit:
City Hall;
Community Center Reception Area;
Orange County Public Library
AND, that on September 25th and October 2nd , 2008, the above Notice was published in
the Capistrano Valley News newspaper.
I declare under penalty of perjury that the foregoing is true and correct.
MARGARET R. MONAHAN, CITY CLERK
City of San Juan Capistrano, California
e • •
SAN JUAN CAPISTRANO COMMUNITY REDEVELOPMENT AGENCY
SAN JUAN CAPISTRANO, CALIFORNIA
COUNTY OF ORANGE
t �maeeeree �' -
v ouumm 1961 (J
7776
LI FOK'���
SPECIFICATIONS AND CONTRACT DOCUMENTS
FOR
THE LITTLE HOLLYWOOD
AFFORDABLE HOUSING PROJECT
PHASE II - 10 UNITS
LOS RIOS HISTORIC DISTRICT
August 19, 2008
CRA 8/1912008
D1
ATTACHMENT 1
Members of the Board of Directors
MARK NIELSEN, CHAIRMAN
SAM ALLEVATO JOE SOTO
THOMAS HRIBAR DR. LONDRES USO
Executive Director
Dave Adams
City Project Manasm
Douglas D. Dumhart, Redevelopment Manager
Approved for Bidding
Nasser Abbaszadeh, City Engineer RCE NO. 39370 DATE
t • •
SPECIFICATIONS AND CONTRACT DOCUMENTS
THE LITTLE HOLLYWOOD AFFORDABLE HOUSING
PROJECT PHASE 11 - 10 UNITS
PROJECT CONSULTANTS REGISTRATION STAMPS AND SIGNATURE
CIVIL ENGINEER
ADAMS-STREETER CIVIL ENGINEERS
15 Corporate Park
Irvine, CA 92606
(949) 474-2330
By:
Jarrod M. Egley License No. & Exp. Date Affix Seal
LANDSCAPE ARCHITECT
LAND CONCERN
1750 East Deere Avenue
Santa Ana, CA 92705
(949) 250-4822
By:
Mike Imlay License No. & Exp. Date Affix Seal
DRY UTILITIES
ADVANCED UTILITY DESIGN
27281 Las Ramblas, Suite 130
Mission Viejo, CA 92691
(949) 582-2755
By:
John J. Voris License No. & Exp. Date Affix Seal
TABLE OF CONTENTS
ITEM: PAGE#
CONTRACT DOCUMENTS
NoticeInviting Bids.........................................................................................................................l
BidProposal ....................................................................................................................................3
Scheduleof Work Items ..................................................................................................................6
Non-Collusion Affidavit................................................................................................................31
Designation of Sub-Contractors ....................................................................................................32
Instructionsto Bidders...................................................................................................................33
BidBond........................................................................................................................................38
PerformanceBond.........................................................................................................................40
Labor&Material Bond..................................................................................................................42
GENERAL PROJECT SPECIFICATIONS
Section 1 Scope of Work.........................................................................44
Section 2 Plans and Specifications.............................................................44
Section 3 Location of Work.....................................................................45
Section 4 Time for Completion.................................................................45
Section 5 Hours of Work........................................................................46
Section 6 Notification............................................................................46
Section 7 Emergency Information...............................................................48
Section 8 Community Notice....................................................................47
Section Contract Drawings....................................................................50
Section 10 Standard Specifications...............................................................50
Section I1 Excavation Notice.....................................................................51
Section 12 Record and As-Built Drawings .....................................................52
Section 13 Test ofMaterials.....................................................................52
Section 14 Certification...........................................................................52
Section 15 Protection and Restoration of Existing Improvements ........................53
Section 16 Public Convenience and Safety...................................................54
Section 17 Storage of Equipment and Materials In Public Streets ........................55
Section 18 Street Closures,Detours,Barricades .............................................56
Section 19 Examination of Contract Documents.............................................56
CONTRACT:
Contract .........................................................................................................................................57
SPECIAL PROVISIONS:
Section 1 Standard Specifications .............................................................................61
Section 2 Termination of Contract ............................................................................61
Section 3 Laws to be Observed .................................................................................62
Section 4 Facilities for City Personnel ......................................................................62
Section 5 Survey Services .........................................................................................62
Section6 Terms Defined...........................................................................................62
Section 7 Flow and Acceptance of Water..................................................................63
Section8 Water ................................................................................63
Section 9 Insurance and Overhead Costs....................................................................63
Section 10 Protection of Existing Utilities..................................................................64
Section 11 Protection of Private Property..................... .......................................64
Section 12 Protection of Existing Trees..... ................................................................64
Section 13 Protection of Los Rios Street....................................................................65
Section 14 Construction Zone....................................................................................65
Section 15 Pre-Construction Coordination Meeting...................... ....................65
Section 16 Construction Schedule.........................................................................66
Section 17 National Pollutant Discharge Elimination System ..............................66
Section 18 Preservation of Survey Monuments ....................................................70
Section 19 Monumentation Identification ...................... ......................................70
Section 20 Construction Signs ..............................................................................71
Section 21 Construction Noise Levels ..................................................................71
DETAIL SPECIFICATIONS AND METHOD OF PAYMENT
Mobilization, Rough Grading& Erosion Control
Bid Item C-1 —Project Survey
Bid Item C-2—Reestablish Centerline Ties and Monuments
Bid Item C-3 —Mobilization
Bid Item C-4—Clear and Grub
Bid Item C-5 —Remove Existing Headwall and Trash Rack
Bid Item C-6—Construct Desilting Basin
Bid Item C-7—Construct Concrete Collar
Bid Item C-8 —Provide on-site BMPs and Erosion Control for the duration of the
construction
Sewer Improvements:
Bid Item S-1 —Furnish and Install 15" PVC SDR-35 Sewer Line with Pipe Bedding
Bid Item S-2—Furnish and Install 8" PVC SDR-35 Sewer Line with Pipe Bedding
Bid Item S-3—Furnish and Install 6" PVC SDR-35 Sewer Line with Pipe Bedding
Bid Item S-4—Furnish and Install 4"PVC SDR-35 Sewer Lateral
Bid Item S-5 —Construct 48" Sewer Manhole
Bid Item S-6—Construct Sewer Clean-out
Bid Item S-7—Break into Existing Sewer Manhole and Connect PVC Sewer Pipe
Bid Item S-8 —Furnish and Install 4"x 6" PVC Reducer
Bid Item S-9—Abandon Existing Sewer Line
Bid Item S-10—Abandon Existing Sewer Manhole to grade.
Bid Item S-11 —Adjust to Grade Existing Sewer Manhole.
Bid Item S-12— Sewer By-Pass Pumping.
Water Improvements:
Bid Item W-1 —Furnish and Install Bollard.
Bid Item W-2—Trench,Backfill, and Resurface Street.
Bid Item W-3 —Furnish and Install 8" PVC C-900 CL-200 Water Main.
Bid Item W-4—Construct Thrust Block.
Bid Item W-5 —Construct 45°, 22.5°, or 11.25° Bend.
Bid Item W-6—Furnish and Install Air &Vacuum Relief Valve Assembly.
Bid Item W-7—Construct Hot Tap Connection.
Bid Item W-8—Furnish and Install 2.5° High Deflection Coupling.
Bid Item W-9—Furnish and Install Fire Hydrant Assembly.
Bid Item W-10—Furnish and Install 8" Gate Valve and Valve Box Assembly.
Bid Item W-11 —Furnish and Install 1" Domestic Water Service with 1" Meter& Box.
Street Improvements
Bid Item ST-1 —Sawcut and Remove Existing A.C. Pavement.
Bid Item ST-2 — Sawcut and Remove Existing Concrete Driveway.
Bid Item ST-3 —Construct 4" A.C. street paving.
Bid Item ST-4—Construct 5" A.B. for street paving.
Bid Item ST-5—Furnish and Install Precast Concrete Wheelstop.
Bid Item ST-6—Paint 4" White Strip.
Bid Item ST-7—Construct 5" Concrete Driveway with No. 3 bars @ 24" O.C.
Bid Item ST-8 —Furnish and Install NDS Dura Channel Drain and Grate.
Bid Item ST-9—Remove Existing Speed Bump and reconstruct at different location.
Precise Grading
Bid Item PG-1 —Construct 4"A.C. driveway paving.
Bid Item PG-2 —Construct 5" A.B. for driveway paving.
Bid Item PG-3 —Construct Dry Well.
Bid Item PG-4—Furnish and Install EcoRain Systems Raintanks.
Bid Item PG-5 —Furnish and Install 36" RCP.
Bid Item PG-6—Construct 10' Wide Dirt Equestrian Trail.
Bid Item PG-7— Construct 4"Perforated PVC Pipe Bioretention Swale Subdrain.
Bid Item PG-8 —Construct Headwall, Pipe Inlet, and Concrete Pad.
Bid Item PG-9—Install Trash Rack.
Bid Item PG-10—Furnish and Install 12" Atrium Grate.
Bid Item PG-11 —Construct Junction Structure with Pressure Manhole Shaft.
Bid Item PG-12—Furnish and Install 4" Perforated PVC Subdrain Pipe.
Bid Item PG-13 —Furnish and Install 4" PVC Drain Pipe.
Bid Item PG-14 —Furnish and Install 6" PVC Drain Pipe.
Bid Item PG-15 —Furnish and Install 8" PVC Drain Pipe.
Bid Item PG-16—Furnish and Install 10" PVC Drain Pipe.
Bid Item PG-17—Furnish and Install Bollard.
Building
Bid Item B-1—Construct raised concrete foundations for all 7-NC-01 Silvercrest MFD.
homes.
Bid Item B-2—Construct raised concrete foundations for all 3-NC-11047 Silvercrest MFD.
homes.
Bid Item B-3 —Furnish and Install on foundations 7-NC-01 Silvercrest MFD. homes.
Bid Item B-4—Furnish and Install on foundations 3-NC-11047 Silvercrest MFD. homes.
Bid Item B-5 —Construct covered front porches, decks, railings and ramps.
Bid Item B-6—Construct carports with storage cabinets.
Bid Item B-7—Furnish and Install concrete wheel stops in carports.
Bid Item B-8 —Construct concrete pads for picnic tables.
Bid Item B-9— Supply and install two 8' long picnic tables.
Bid Item B-10—Supply and install two trash receptacles.
Bid Item B-11 — Supply and install dog valet pet waste station.
Bid Item B-12—Construct concrete and stone entry pilasters.
Bid Item B-13 —Fabricate and Install One Street Light.
Bid Item B-14—Construct Concrete pad and footing for mail box and pedestal.
Bid Item B-15 —Furnish and Install 12 unit, Type 11, Cluster Mail Box on Pedestal.
Bid Item B-16—Construct Concrete and Stone Bridge.
Bid Item B-17—Construct Concrete Sidewalks with raised stoops at all homes.
Bid Item B-18 —Construct 4' High Wood Fence Enclosures at all homes
Bid Item B-19—Construct Equestrian Fence
Domestic Water Irrigation Equipment
Bid Item DI-1 —Furnish and install point of connection to 1'/2"water meter.
Bid Item DI-2—Furnish and install 2" Brass Gate valves.
Bid Item DI-3 —Furnish and install l Yz"reduced pressure principle backflow preventer.
Bid Item DI-4—Furnish and install backflow enclosure.
Bid Item DI-5—Furnish and install booster pump with electrical connection.
Bid Item DI-6—Furnish and install 2" plastic pressure reducing master valve.
Bid Item DI-7—Furnish and install 1'/4"plastic flow sensor.
Bid Item DI-8 —Furnish and install 3/4" brass quick couplers.
Bid Item DI-9—Furnish and install 1" automatic control valves.
Bid Item DI-10 —Furnish and install l Yz" automatic control valves.
Bid Item DI-11 —Furnish and install 120/240 VAC power meter.
Bid Item DI-12—Furnish and install automatic irrigation control timer.
Bid Item DI-13 —Furnish and install connector from meter to timer.
Bid Item DI-14—Furnish and install 2"mainline and fittings.
Bid Item DI-15 —Furnish and install buried non-pressure laterals and fittings.
Bid Item DI-16—Furnish and install #14 AWG irrigation control wire.
Bid Item DI-17—Furnish and install Rainbird 1812 pop up spray heads.
Bid Item DI-18—Furnish and install Rainbird 1804 pop up strip bubblers.
Bid Item DI-19—Furnish and install Rainbird 1804 SAM PRS 4"pop up bubbler heads with
PCS screens.
Bid Item DI-20—Furnish and install Rainbird 1812 SAM PRS 12"pop up spray heads with
Rotary nozzles.
Bid Item DI-21 —Furnish and install Rainbird 1806 SAM PRS NP 6"pop up spray heads
with 5H-B bubblers with PCS screens.
Bid Item DI-22—Furnish and install 2" Schedule 40 PVC sleeving.
Bid Item DI-23 —Furnish and install 3" Schedule 40 PVC sleeving.
Bid Item DI-24—Furnish and install 4" Schedule 40 PVC sleeving.
Future Recycled Water Irrigation Equipment
Bid Item RI-1 —Furnish and install point of connection to existing 1-1/2"water meter.
Bid Item RI-2—Furnish and install 2" Brass Gate valves.
Bid Item RI-3 —Furnish and install Reduce pressure principle backflow preventer.
Bid Item RI-4—Furnish and install vandal resistant backflow enclosure.
Bid Item RI-5 — Furnish and install 1'/0" Schedule 80 PVC basket strainer with 80 mesh
stainless steel screen.
Bid Item RI-6—Furnish and install booster pump with electrical connection.
Bid Item RI-7 — Furnish and install 2" plastic pressure reducing master valve with purple
knobs.
Bid Item RI-8 —Furnish and install 1%d'plastic flow sensor.
Bid Item RI-9—Furnish and install 1/4" brass quick couplers.
Bid Item RI-10—Furnish and install 1"plastic automatic control valves.
Bid Item RI-11 —Furnish and install 1'/z" automatic control valves with purple valves.
Bid Item RI-12—Furnish and install 120/240 VAC power meter.
Bid Item RI-13—Furnish and install automatic irrigation control timer.
Bid Item RI-14—Furnish and install connector from meter to timer.
Bid Item RI-15 —Furnish and install purple Schedule 40 2" PVC mainline and fittings.
Bid Item RI-16—Furnish and install purple Schedule 40 non-pressure laterals and fittings.
Bid Item RI-17 — Furnish and install purple Schedule 40 UVR PVC non pressure lateral
piping and fittings on grade.
Bid Item RI-18 —Furnish and install #14 AWG irrigation control wire.
Bid Item RI-19—Furnish and install Rainbird 1812 SAM PRS NP 12"pop up spray heads
with MPR nozzles.
Bid Item RI-20 —Furnish and install Rainbird PR8S PRS spray heads on riser with check
valve and MPR nozzles.
Bid Item RI-21 —Furnish and install Rainbird 1804 SAM PRS 4"pop up bubbler heads with
PCS screens.
Bid Item RI-22—Furnish and install Rainbird 1812 SAM PRS 12"pop up spray heads with
Rotary nozzles.
Bid Item RI-23 —Furnish and install Rainbird 5012 PL-R-SAM NP 12"pop up spray heads
with MPR nozzles.
Bid Item RI-24 —Furnish and install Rainbird PR8S PRS spray heads on riser with check
valve and rotary nozzles.
Bid Item RI-25 —Furnish and install Rainbird 5000 S-PL-R Rotor heads on riser with check
valve and MPR nozzles.
Bid Item RI-26 —Furnish and install Rainbird 1806 SAM PRS NP 6" pop up spray heads
with 5H-B bubblers with PCS screens.
Bid Item RI-27 —Furnish and install 2" Schedule 40 PVC sleeving
Bid Item RI-28 —Furnish and install 4" Schedule 40 PVC sleeving.
Bid Item RI-29—Furnish and install recycled water signs.
Landscape
Bid Item L-I - Remove existing Willow and Eucalyptus trees.
Bid Item L-2—Prune existing cluster of Pepper trees.
Bid Item L-3 — Soil Prep and fine grade all planting areas.
Bid Item L-4—Weed Abatement in all landscape areas.
Bid Item L-5 —Supply and Install 15 gallon trees.
Bid Item L-6—Supply and Install 24"box trees stakes and ties.
Bid Item L-7—Hydroseed Bioswale Seed Mix.
Bid Item L-8—Hydroseed Meadow Seed Mix.
Bid Item L-9—Hydroseed Low Growing Native Seed Mix.
Bid Item L-10—Furnish and Install a 2" layer of Bark Mulch.
Bid Item L-I I —Furnish and Install I gallon Shrubs.
Bid Item L-12—Furnish and Install 5 gallon Shrubs
Bid Item L-13 —Allowance for 90 days of landscape maintenance.
Bid Item L-14—Furnish and Install 12"-18" Boulders.
Bid Item L-15—Furnish and Install 57 9"-12" Cobbles.
Bid Item L-16—Furnish and Install 123 6"-9" Cobbles.
Bid Item L-17—Construct 6" concrete Mow Curbs on both sides of DG Path.
Bid Item L-18 —Construct and install 3"thick colored, stabilized DG Path.
Bid Item L-19—Fabricate and install wood path lights.
Bid Item L-20—Construct concrete steps in sidewalks per grading plan.
Alternate Bid Items
Bid Item A-I —Cut into Existing Steel Casing and Sewer Line
Bid Item A-2—Allowance for Additional 24"box Trees.
Bid Item A-3 —Allowance for Additional 5 gallon Shrubs.
Bid Item A-4—Allowance for Additional 1 gallon Shrubs
APPENDICES:
Appendix A ...................................................................................Site Plan & Limit of Work
3 3 •
THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT
PHASE II— 10 UNITS
LOS RIOS HISTORIC DISTRICT
NOTICE INVITING BIDS
Public notice is hereby given that the San Juan Capistrano Community Redevelopment Agency will,
Lip to xx b.m., on the xx day of xx 2008,receive sealed proposals or bids for the IMPROVEMENT
PLANS FOR THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT,PHASE I1-10
UNITS, LOS RIOS HISTORIC DISTRICT in accordance with the approved Plans, Specifications,
Special Provisions, and the Standard Specification for Public Works Construction, 2006 Edition,
including all supplements therefore, on file in the office of the City Clerk of the City of San Juan
Capistrano, California. Bids will be received until the time hereinbefore stated at the City Clerk's
Office, San Juan Capistrano City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California.
No bid will be received unless it is made on a proposal provided within these specifications. Any
person desiring to submit a bid proposal in response to this bid package must first purchase the bid
package. Each proposal or bid must be accompanied by a certified check, cash, cashier's check, or
bidder's bond payable to the San Juan Capistrano Community Redevelopment Agency in the sum of
not less than ten percent of the total bid amount.
The bid check, cashier's check or bidder's bond of the successful bidder will be forfeited to the San
Juan Capistrano Community Redevelopment Agency in the event such successful bidder fails to
enter into the required contract within 15 days after the written notice that said contract has been
awarded to him for the work.
A pre-bid conference is scheduled at xx a.m. on the xxth day of xx 2008, in the City Council
Chambers. The contractor shall have the opportunity for clarification or interpretation of any point
or points of question within the plans and contract documents or specifications. It is the contractor's
responsibility to be in attendance at this conference to receive any information disclosed during the
proceedings,for the City of San Juan Capistrano shall not disseminate any records of the conference.
Exclusive of written addenda and this pre-bid conference, the San Juan Capistrano Community
Redevelopment Agency shall not be responsible for any instructions,explanations,or interpretation
of the plans, specifications, and contract documents presented to the bidders in any manner.
The successful bidder,simultaneously with the execution of the contract,will be required to furnish a
Faithful Performance Bond equal in the amount of one-hundred percent(100%)of the contract price.
The surety bond company must be selected from among the surety companies set forth in the
Standard Specifications.
The Board of Directors reserves the right to reject any and all bids received and to compare the
relative merits of the respective bids and to choose that, which in the opinion of the San Juan
1
Capistrano Community Redevelopment Agency,will best serve the interests or needs of the City of
San Juan Capistrano.
A time limit of xx (xx) calendar days has been set for the completion of the work, from the date of
the Notice to Proceed.
BIDDERS ARE HEREBY NOTIFIED THAT,pursuant to the Labor Code of the State of California,
oopies 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 and shall be made
available to any interested party on request.
Copies of plans and specifications are on file in the office of the City Clerk of San Juan Capistrano,
32400 Paseo Adelanto, San Juan Capistrano, California. Copies of the plans and specifications for
use in preparing bids may be obtained at the Office of the City Clerk, San Juan Capistrano, at the
address shown above. One set of plans and specifications is available for each general contractor
proposing to submit a bid for said work. A charge in the amount of$30,non-refundable,is required
for obtaining each set of plans and specifications. There will be a$5 charge for postage and handling
on all plans and specifications mailed.
Each bidder shall state the California Contractor's License Number and Classification of such bidder
so bidding, as no bid will be accepted from a Contractor who has not been licensed in accordance
with the provisions of the laws of the State of California relating to the licensing of Contractors.
This Notice is hereby given and published by order of the Board of Directors of the City of San Juan
Capistrano Community Redevelopment Agency and is dated this day of
Before contacting City staff,please check the City of San Juan Capistrano's website for information
regarding any questions.
hiip://www.s4njuancavistrano.or
If you are unable to find an answer on the website please contact Margaret R. Monahan.
CITY CLERK
CITY OF SAN JUAN CAPISTRANO
ORANGE COUNTY, CALIFORNIA
2
BID PROPOSAL
For the: THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT
PHASE II— 10 UNITS
LOS RIOS HISTORIC DISTRICT
From:
Contractor, License No. & Classification
To the Members of the Board of Directors
San Juan Capistrano Community Redevelopment Agency
Gentlemen:
The undersigned, as bidder, declares that he has carefully examined the location of the proposed
work as described, examined the Plans, Specifications, Special Provisions, and the Standard
Specifications for Public Works Construction, 2006 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 o£
Words Figures
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 manner 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 San Juan
Capistrano Community Redevelopment Agency 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 xx (xx) calendar days, and ninety (90) calendar days thereafter for the landscape
maintenance. 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
3
understood that the San Juan Capistrano Community Redevelopment Agency 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 San Juan
Capistrano Community Redevelopment Agency 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 Board of Directors, 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 San Juan Capistrano Community
Redevelopment Agency 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 bidders bond on the forms from rages 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.
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
Signature of Bidder:
4
(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 has thoroughly checked the figures set forth in this
proposal,that they are correct to the best of his knowledge and that they constitute his proposal for
the work called out herein.
Dated:
Signature of Bidder
Dated:
Telephone Number
5
SCHEDULE OF WORK ITEMS
THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT
PHASE II— 10 UNITS
LOS RIOS HISTORIC DISTRICT
MOBILIZATION, ROUGH GRADING, & EROSION CONTROL
Item A rox. Work Items With Unit Price Unit Price Total Amount
uanti
(Written in Words) (In Figured
C-1 1 L.S. Project Survey for the lump sum price of $ $
dollars.
C-2 1 L.S. Establish Centerline Ties and Monuments $ $
for the lump sum price of
dollars.
C-3 1 L.S. Mobilization for the lump sum price of $ $
dollars.
C-4 1 L.S. Clear and Grub for the lump sum price of $ $
dollars.
C-5 I L.S. Remove and Dispose of Existing Headwall $ $
and Trash Rack for the lump sum of
dollars.
C-6 1 L.S. Construct Desilting Basin for the lump sum $ $
of dollars.
C-7 1 EA. Construct Concrete Collar for the unit price $ $
of
dollars per each.
6
C-8 1 L.S. Provide On-Site BMPs and Erosion Control $ $
for the duration of the construction (Rough
Grade & Precise Grade) per the Erosion
Control Plans for the lump sum of
dollars.
MOBILIZATION,ROUGH GRADING, BMP SUB-TOTAL $
SEWER IMPROVEMENTS
Item Aprrox. Work Items With Unit Price Unit Price Total Amount
Quantity
(Written in Words) (In Figures)
S-1 62 L.F. Furnish and Install 15"PVC SDR-35 Sewer $ $
Line with Pipe Bedding for the unit price of
dollars per linear foot.
S-2 295 L.F. Furnish and Install 8"PVC SDR-35 Sewer $ $
Line with Pipe Bedding for the unit price of
dollars per linear foot.
S-3 165 L.F. Furnish and Install 6" PVC SDR-35 Sewer $ $
Line with Pipe Bedding for the unit price of
dollars per linear foot.
S-4 283 L.F. Furnish and Install 4" PVC SDR-35 Sewer $ $
Lateral for the unit price of
dollars per linear foot.
S-5 3 EA. Construct 48" Sewer Manhole for the unit $ $
price of
dollars per each.
S-6 15 EA. Construct Sewer Clean-out for the unit price $ $
of
dollars per each.
S-7 3 EA. Break into Existing Sewer Manhole and $ $
Connect PVC Sewer Pipe Modifying
Manhole Bottom as Required for the unit
price of
dollars per each.
S-8 1 EA. Furnish and Install 4"x6"Reducer for the $ $
unit price of
dollars per each.
8
S-9 273 L.F. Abandon and Remove Existing Sewer Line $ $
for the unit price of
dollars per linear foot.
5-10 2 EA. Abandon and Remove Existing Sewer $ $
Manhole for the unit price of
dollars per each.
5-11 4 EA. Adjust to Grade Existing Sewer Manhole for $ $
the unit price of
dollars per each.
5-12 1 LS Supply and implement sewer by-pass $ $
pumping for the lump sum of
dollars.
SEWER IMPROVEMENTS SUB-TOTAL $
9
WATER IMPROVEMENTS
Item Approx. Work Items With Unit Price Unit Price Total Amount
uanti
(Written in Words) (In Figures)
W-1 11 EA. Furnish and Install Bollard for the unit price $ $
of
dollars per each.
W-2 29 L.F. Trench, Backfill, and Resurface Street for $ $
.the unit price of
dollars per linear foot.
W-3 719 L.F. Construct 8" PVC C-900 CL-200 Water $ $
Main for the unit price of
dollars per linear foot.
W-4 15 EA. Construct Thrust Block for the unit price of $ $
dollars per each.
W-5 13 EA. Construct 45°, 22.5°, 11.25° Bend for the $ $
unit price of
dollars per each.
W-6 1 EA. Construct Air& Vacuum Relief Valve for $ $
the unit price of
dollars per each.
W-7 2 EA. Construct Hot Tap Connection for the unit $ $
price of
dollars per each.
W-8 4 EA. Furnish and Install 2.5° High Deflection $ $
Coupling (HD) for the unit price of
dollars per each.
10
W-9 2 EA. Construct Fire Hydrant Assembly for the $ $
unit price of
dollars per each.
W-10 5 EA. Construct 8" Gate Valve and Valve Box $ $
Assembly for the unit price of
dollars per each.
W-11 10 EA. Construct 1" Domestic Water Service with $ $
1"Meter & Box for the unit price of
dollars per each.
WATER IMPROVEMENTS SUB-TOTAL $
11
STREET IMPROVEMENTS
Item Approx. Work Items With Unit Price Unit Price Total Amount
uantit
(Written in Words! (In Figured
ST-1 708 S.F. Sawcut and Remove Existing A.C. Pavement $ $
for the unit price of
dollars per square foot.
ST-2 297 S.F. Sawcut and Remove Existing Concrete $ $
Driveway for the unit price of
dollars per square foot.
ST-3 325 Tons. Construct 4"A.0 street paving. Actual R $ $
Value to be confirmed onsite and verified by
soils engineer for the unit price of
dollars per ton.
ST-4 207 CY. Construct 5"A.B. for street paving. Actual $ $
R Value to be confirmed onsite and verified
by soils engineer for the unit price of
dollars per
cubic yard.
ST-5 10 EA. Install Precast Concrete Wheelstop for the $ $
unit price of
dollars per each.
ST-6 115 L.F. Paint 4" White Strip for the unit price of $ $
dollars per linear foot.
ST-7 241 S.F. Construct 5" Concrete Driveway with No.. 3 $ $
Bars @ 24" O.C. for the unit price of
dollars per square foot.
12
ST-8 22 L.F. Install NDS Dura Channel Drain Part No. $ $
600 with DS-221 Grate for the unit price
dollars per linear foot.
ST-9 1 L.S. Remove Existing Speed Bump and Construct $ $
Speed Bump of Equal Dimensions on Ramos
Street Immediately East of"A" Street
Intersection for the lump sum price of
dollars.
STREET IMPROVEMENTS SUB-TOTAL $
13
PRECISE GRADING
Item Approx. Work Items With Unit Price Unit Price Total Amount
uantit
(Written in Words) (In Figures)
PGA 65 TON Construct 4 A.C. driveway paving. Actual $ $
R value to be Confirmed Onsite and Verified
by the Soils Engineer for the unit price of
dollars per
ton.
PG-2 42 CY Construct 5" A.B. for driveway paving. $ $
Actual R Value to be Confirmed Onsite and
Verified by the Soils Engineer for the unit
price of
dollars per cubic yard.
PG-3 I L.S. Construct Dry Well for the lump sum of $ $
dollars.
PG-4 1 L.S. Furnish and install EcoRain Systems $ $
Raintanks for the lump sum of
dollars.
PG-5 12 L.F. Furnish and install 36" RCP for the unit $ $
price of
dollars per linear foot.
PG-6 462 L.F. Construct 10' Wide Dirt Equestrian Trail for $ $
the unit price of dollar
per linear foot.
PG-7 521 L.F. Furnish and install 4"Perforated PVC Pipe $ $
Bioretention Swale Subdrain for the unit
price of
dollars per linear foot.
14
PG-8 1 L.S. Construct Headwall, Pipe Inlet, and Concrete $ $
Pad for the lump sum of
dollars.
PG-9 1 EA. Furnish and install Trash Rack for the unit $ $
price of
dollars per each.
PG-10 5 EA. Furnish and install 12"Atrium Grate (NDS $ $
1280) for the unit price of
dollars per
each.
PG-11 1 EA. Construct Junction Structure with Pressure $ $
Manhole Shaft and Pressure Plate Detail
without Reducer for the unit price of
dollars per each.
PG-12 84 L.F. Furnish and install 4" Perforated PVC $ $
Subdrain pipe for the unit price of
dollars per linear
foot.
PG-13 181 L.F. Furnish and install 4" PVC pipe for the unit $ $
price of
dollars per linear foot.
PG-14 81 L.F. Furnish and install 6" PVC pipe for the unit $ $
price of
dollars per linear foot.
PG-15 182 L.F. Furnish and install 8" PVC pipe for the unit $ $
price of
dollars per linear foot.
PG-16 123 L.F. Furnish and install 10" PVC pipe for the unit $ $
price of
dollars per linear foot.
15
PG-17 2 EA. Furnish and install Bollard for the unit price $ $
of dollars
per each.
PRECISE GRADING SUB-TOTAL $
16
BUILDING
Item AP-Prox. Work Items With Unit Price Unit Price Total Amount
uanti
(Written in Words) (In Figures)
B-1 7 EA Construct raised concrete foundations for 2 $ $
bedroom (NC-01) Silvercrest manufactured
homes for the unit price of
dollars per each.
B-2 3 EA Construct raised concrete foundations for 1 $ $
bedroom (NC-11047) Silvercreset
manufactured homes for the unit price of
dollars per
each.
B-3 7 EA Supply and install on foundations the 2 $ $
bedroom (NC-01) Silvercrest manufactured
homes with covered front porches & decks
for the unit price of
dollars per each as specified in the
architecture plans.
B-4 3 EA Supply and install on foundations the 1 $ $
bedroom (NC-11047) Silvercrest
manufactured homes for the unit price of
dollars
per each as specified in the architecture
plans.
B-5 3 EA Construct covered front porches, steps, $ $
decks, railings and ramps for all bedroom
(NC-11047) Silvercrest homes for the unit
price of dollars
per each per the details on the architecture
Tans.
B-6 10 EA Construct carports with storage cabinets for $ $
all homes for the unit price of
dollars per each per
the details on the architecture plans.
17
B-7 10 EA Supply and install concrete wheel stops for $ $
all carports for the unit price of
dollars per
each per landscape architect's details.
B-8 286 SF Construct 2 concrete pads for picnic tables $ $
for the unit price of
dollars per square foot per detail k/L-3 on the
landscape plans.
B-9 2 EA Supply and install 8' long picnic tables for $ $
the unit price of
dollars per each per detail k/L-3 on the
landscape plans.
B-10 2 EA Supply and install trash receptacles for the $ $
unit price of
dollars per each per detail k/L-3 on the
landscape plans.
B-11 1 EA Supply and install one Dog Valet Pet Waste $ $
Station with conc. footing for the unit price
of dollars per
each per the Amenity Schedule on the
landsca a nlans.
B-12 2 EA Construct concrete/stone entry pilasters for $ $
the unit price of
dollars per each per detail i/L-3 on the
landscape plans.
B-13 1 EA Fabricate and install one street light for the $ $
unit price of dollars
per each per detail d/L-5 on the landscape
plans
B-14 16 SF Construct concrete pad and foundation for $ $
Mail Box and pedestal for the lump sum of
dollars
per square foot per detail h/L-3 on the
landsca a plans.
B-15 1 EA Supply and install one 12 Unit Type 11 $ $
Cluster Mail Box on pedestal for the unit
price of dollars per
each per detail h/L-3 on the landscape plans.
18
B-16 1 LS Construct Bridge per detail c/L-4 of the $ $
landscape plans for the price of
dollars.
B-17 2,304 SF Construct 4"thick sidewalks with stoops at $ $
all houses for the unit price of
dollars per square foot
per detail b/L-5 on the landscape plans.
B-18 373 LF Construct 4'high wood fence enclosure at all $ $
houses for the unit price of
dollars per linear foot per
details d/L-5 on the landscape plans.
B-19 680 LF Construct equestrian fence for the unit price $ $
of
dollars per linear foot per detail a/L-5 on the
landscape plans.
BUILDING SUB-TOTAL $
19
Domestic Water Irri¢ation Equipment
DI-1 I LS Supply and install connection to 1-1/2"water $ $
meter for the irrigation point of connection
the unit price of
dollars.
DI-2 5 EA. Supply and install 2"Brass gate valves for $ $
the unit price of
dollars per each.
DI-3 1 EA Supply and install 1-1/2" Reduced pressure $ $
backflow preventer with wye strainer for the
unit price of dollars
per each.
DI-4 1 EA Supply and install backflow stainless steel $ $
vandal resistant enclosure for the unit price
of dollars per each.
DI-5 1 EA Supply and install booster pump with $ $
electrical connection for the unit price of
dollars per each.
DI-6 1 EA Supply and install 2" Plastic pressure $ $
reducing master valve for the unit price of
dollars per each.
DI-7 I EA Supply, install and connect to controller a 1- $ $
1/4"plastic flow sensor for the unit price of
dollars per each.
DI-8 5 EA. Supply and install 3/4" brass quick coupler $ $
valves for the unit price of
dollars per each.
20
DI-9 4 EA. Supply and install 1"plastic automatic $ $
control valves for the unit price of
dollars per each.
DI-10 4 EA. Supply and install 1-1/2"plastic automatic $ $
control valves for the unit price of
dollars per each.
DI-11 I EA. Supply and install 120/240 VAC power $ $
meter for the irrigation control timer for the
unit price of dollars
per each.
DI-12 1 EA. Supply and install automatic irrigation $ $
control timer in a stainless steel enclosure for
the unit price of
dollars per each.
DI-13 1 LS Supply and install connection from electrical $ $
meter to irrigation control timer for the unit
price of dollars.
DI-14 650 L.F. Supply and install 2" Schedule 40 PVC $ $
mainline and fittings for the unit price of
dollars per lineal foot.
DI-15 3,800 L.F. Supply and install Schedule 40 PVC non $ $
pressure lateral piping and fittings for the
unit price of dollars
per lineal foot.
DI-16 4,250LR Supply and install 414 AWG irrigation $ $
control wire including lead wire, common
wire and extra wires for the unit price of
dollars per lineal foot.
21
DI-17 201 EA. Supply and install Rainbird 1812 SAM PRS $ $
12"pop up spray heads with MPR nozzles
per plan for the unit price of
dollars per each.
DI-18 54 EA. Supply and install Rainbird PASS PRS spray $ $
heads on riser with check valve and MPR
nozzles per plan for the unit price of
dollars per each.
DI-19 62 EA. Supply and install Rainbird 1804 SAM PRS $ $
4"pop up strip bubblers with PCS screens
per plan for the unit price of
dollars per each.
DI-20 18 EA. Supply and install Rainbird 1812 SAM PRS $ $
12"pop up spray heads with rotary nozzles
per plan for the unit price of
dollars per each.
DI-21 54 EA. Supply and install Rainbird 1806 SAM PRS $ $
6" pop up 5H-B bubblers with PCS screens
per plan for the unit price of
dollars per each,
DI-22 300 L.F. Supply and install 2" Schedule 40 PVC $ $
sleeving per plan for the unit price of
dollars per lineal foot.
DI-23 50 L.F. Supply and install 3" Schedule 40 PVC $ $
sleeving per plan for the unit price of
dollars per lineal foot.
DI-24 500 L.F. Supply and install 4" Schedule 40 PVC $ $
sleeving per plan for the unit price of
dollars per lineal foot.
DOMESTIC IRRIGATION SUB-TOTAL $
22
Future Recycled Water Irrigation Equipment
RI-1 1 LS Supply and install connection to 1-1/2" water $ $
meter for the irrigation point of connection
the unit price of
dollars.
RI-2 8 EA. Supply and install 2" Brass gate valves for $ $
the unit price of
dollars per each.
RI-3 1 EA Supply and install 1-1/2" Reduced pressure $ $
backflow preventer with wye strainer for the
unit price of dollars
per each.
RI-4 1 EA Supply and install backflow stainless steel $ $
vandal resistant enclosure for the unit price
of dollars per each.
RI-5 1 EA Supply and install 1-1/2" Schedule 80 PVC $ $
Basket Strainer with 80 mesh stainless steel
screen for the unit price of
dollars per each.
RI-6 1 EA Supply and install booster pump with $ $
electrical connection for the unit price of
dollars per each.
RI-7 1 EA Supply and install 2" Plastic pressure $ $
reducing master valve with purple knobs for
the unit price of
dollars per each.
RI-8 1 EA Supply, install and connect to controller a 1- $ $
1/4"plastic flow sensor for the unit price of
dollars per each.
23
RI-9 7 EA. Supply and install 3/4" brass recycled water $ $
quick coupler valves for the unit price of
dollars per each.
RI-10 15 EA. Supply and install 1" plastic automatic $ $
control valves with purple knobs for the unit
price of dollars per
each.
RI-11 1 EA. Supply and install 1-1/2" plastic automatic $ $
control valves with purple knobs for the unit
price of dollars per
each.
RI-12 1 EA. Supply and install 120/240 VAC power $ $
meter for the irrigation control timer for the
unit price of dollars
per each.
RI-13 1 EA. Supply and install automatic irrigation $ $
control timer in a stainless steel enclosure for
the unit price of
dollars per each.
RI-14 1 LS Supply and install connection from electrical $ $
meter to irrigation control timer for the unit
price of dollars.
RI-15 700 L.F. Supply and install Purple 2" Schedule 40 $ $
PVC mainline and fittings for the unit price
of dollars per lineal
foot.
RI-16 4,550 L.F. Supply and install Purple Schedule 40 PVC $ $
non pressure lateral piping and fittings for
the unit price of
dollars per lineal foot.
24
0 •
RI-17 575 L.F. Supply and install Purple Schedule 40 $ $
Ultraviolet resistant(UVR) PVC non
pressure lateral piping and fittings on grade
for the unit price of
dollars per lineal foot.
RI-18 6,200 L.F. Supply and install #14 AWG irrigation $ $
control wire including lead wire, common
wire and extra wires for the unit price of
dollars per lineal foot.
RI-19 131 EA. Supply and install Rainbird 1812 SAM PRS $ $
NP 12"pop up spray heads with MPR
nozzles per plan for the unit price of
dollars per each.
RI-20 22 EA. Supply and install Rainbird PA8S PRS spray $ $
heads on riser with check valve and MPR
nozzles per plan for the unit price of
dollars per each.
RI-21 2 EA. Supply and install Rainbird 1804 SAM PRS $ $
NP 4"pop up strip bubblers with PCS
screens per plan for the unit price of
dollars per each.
RI-22 29 EA. Supply and install Rainbird 1812 SAM PRS $ $
NP 12"pop up spray heads with rotary
nozzles per plan for the unit price of
dollars per each.
RI-23 23 EA. Supply and install Rainbird 5012 PL-R-SAM $ $
NP 12" pop up rotor heads with MPR
nozzles per plan for the unit price of
dollars per each.
RI-24 19 EA. Supply and install Rainbird PA8S PRS spray $ $
heads on riser with check valve and rotary
nozzles per plan for the unit price of
dollars per each.
25
RI-25 7 EA. Supply and install Rainbird 5000S-PL-R $ $
rotor heads on riser with check valve and
MPR nozzles per plan for the unit price of
dollars per each.
RI-26 111 EA. Supply and install Rainbird 1806 SAM PRS $ $
NP 6"pop up 5H-B bubblers with PCS
screens per plan for the unit price of
dollars per each.
RI-27 100 L.F. Supply and install 2" Schedule 40 PVC $ $
sleeving per plan for the unit price of
dollars per lineal foot.
RI-28 175 L.F. Supply and install 4" Schedule 40 PVC $ $
sleeving per.plan for the unit price of
dollars per lineal foot.
RI-29 2 EA. Supply and install recycled water signs for $ $
the unit price of
dollars per each.
FUTURE RECYCLED WATER IRRIGATION EQUIPMENT SUB-TOTAL $
26
LANDSCAPE
Item Approx. Work Items With Unit Price Unit Price Total Amount
uanti
(Written in Words) (In Figures)
L71 1 LS Remove existing Willow& Eucalyptus trees $ $
and roots for the lump sum of
dollars.
L-2 I LS Clean and trim by a certified arborist and $ $
protect in place the existing cluster of Pepper
trees in the center of the site, for the lump
sum of dollars.
L-3 34,997 SF Soil prep and fine grade all landscape areas $ $
for the unit price of
dollars per square foot.
L-4 34,997 SF Weed abatement in all landscape areas for $ $
the unit price of
dollars per square foot.
L-5 10 EA Supply and install 15 gal. trees as shown on $ $
the landscape plans for the unit price of
dollars per each.
L-6 45 EA Supply and install 24"box trees stakes and $ $
ties as shown on the landscape plans for the
unit price of dollars
per each.
L-7 8,154 SF Hydroseed Bioswale seed mix as specified in $ $
the Ground Cover Schedule of the landscape
plans for the unit price of
dollars per square foot.
27
L-8 5,045 SF Hydroseed Meadow seed mix as specified in $ $
the Ground Cover Schedule of the landscape
plans for the unit price of
dollars per square foot.
L-9 13,567 SF Hydroseed Low Growing Native seed mix as $ $
specified in the Ground Cover Schedule of
the landscape plans for the unit price of
dollars per square foot.
L-10 216 CY Supply and install a 2"deep layer of Bark $ $
Mulch in all landscape areas for the unit
price of
dollars per cubic yard.
L-11 418 EA Supply and install 1 gal. shrubs (mostly CA $ $
natives) as shown on the landscape plans for
the unit price of
dollars per each.
L-12 762 EA Supply and install 5 gal. shrubs (mostly CA $ $
natives) as shown on the landscape plans for
the unit price of
dollars per each.
L-13 90 DAYS 90 Day Landscape Maintenance for the unit $ $
price of
dollars per day.
L-14 36 EA Supply and install 12"-18" Boulders as $ $
shown on the landscape plans for the unit
price of
dollars per each per schedule on detail b/L-4
on the landscape plans.
L-15 1 LS Supply and install 57-9"-12" Cobbles as $ $
directed by the landscape architect for the
lump sum of
dollars per schedule on detail b/L-4 on the
landscape plans.
28
L-16 1 LS Supply and install 123-6"-9" Cobbles as $ $
directed by the landscape architect for the
lump sum of
dollars per schedule on detail b/L-4 on the
landscape plans.
L-17 48 LF Construct concrete steps in sidewalks per $ $
grading plans for the unit price of
dollars per linear foot.
L-18 496 LF Construct 6"concrete mow curbs on both $ $
sides of DG path for the unit price of
dollars per linear foot
per detail c/L-5 on landscape plans.
L-19 744 SF Construct and install 3"thick colored, $ $
stabilized, decomposed granite path for the
unit price of dollars per
square foot per paving notes on sheet L-2 of
the landscape plans.
L-20 3 EA Fabricate and install wood path lights for the $ $
unit price of dollars
per each per detail a/L-4 on the landscape
plans.
LANDSCAPE SUB-TOTAL $
Total Bid Price (Enter here and on Page 5)
Words Figures
ALTERNATIVE BID ITEMS
The Contractor shall also provide costs for the following bid alternate items for possible inclusion or substitution(as
applicable) of base bid items shown above.
29
Item Approx. Work Items With Unit Price Unit Price Total Amount
uanti
(Written in Words) (In Figures)
A-1 1 L.S. Cut into Existing 26" Dia. 0.250" Min. $ $
Thick Steel Casing& 15" PVC SDR-26
PVC Sewer Line for the lump sum of
dollars.
A-2 3 EA Additional Plant Material—24" box trees $ $
stakes and ties for the unit price of
dollars per
each.
A-3 10 EA Additional Plant Material - 5 gal. shrubs for $ $
the unit price of
dollars per each.
A-4 30 EA Additional Plant Material - 1 gal. shrubs for $ $
the unit price of
dollars per each.
ALTERNATE BID ITEMS TOTAL $
30
•
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 parry 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 refrain from 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
further, 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 connection 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 2008,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 official seal.
Notary Public in and for said State
31
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
undersigned 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
32
INSTRUCTION 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 and the Specifications,
Special Provisions, and the Standard Specifications for Public Works Construction, 2006 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 San Juan
Capistrano Community Redevelopment Agency 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 submitting 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 points
requiring clarification in the drawings or documents, a written addendum will be mailed to each
person to whom a set of contract documents has been delivered. The San Juan Capistrano
Community Redevelopment Agency will not be responsible for any instructions, 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 submitting
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.
33
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
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 San Juan Capistrano Community Redevelopment Agency may require any bidder to
furnish 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 San Juan Capistrano Community Redevelopment Agency 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 San Juan Capistrano Community
Redevelopment Agency 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 San Juan Capistrano Community
Redevelopment Agency and,if the bidder shall fail to execute said contract,said surety will
34
pay to the San Juan Capistrano Community Redevelopment Agency the damages which the
San Juan Capistrano Community Redevelopment Agency 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.
G. Bids shall be delivered to the San Juan Capistrano Community Redevelopment Agency 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.
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 San Juan Capistrano Community Redevelopment Agency 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 San Juan Capistrano Community
Redevelopment Agency, 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 San
Juan Capistrano Community Redevelopment Agency and furnish the stipulated bonds,insurance and
35
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 parry 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 from a surety
company selected from the surety companies set forth in the standard specifications. 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
( )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."
36
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 no fee City Encroachment Permit for construction work
under this contract. This Encroachment Permit does not satisfy the requirement for transportation
permits for overload or overweight vehicles. The Contractor shall contact the Public Works Division
for issuance of these permits, which will be issued no fee.
37
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 San Juan Capistrano Community Redevelopment Agency,Obligee,hereinafter called
Agency, in the sum of S , 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 200_, for the construction of
for the San Juan
Capistrano Community Redevelopment Agency, 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 Agency 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 material men,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 Agency,pay the Agency the difference between the
amount specified in said bid and the amount for which the Agency 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 amount
specified therefore, there shall be included costs and reasonable expenses and fees, including
reasonable attorney's fees, incurred by Agency in successfully enforcing such obligation, all to be
taxed as costs and included in any judgment rendered.
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IN WITNESS WHEREOF,the above-bounden parties have executed this instrument under
their several seals this day of 200_1 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, Agency Attorney
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PERFORMANCE BOND
WHEREAS, the Board of Directors of the San Juan Capistrano Community
Redevelopment Agency, State of California, and
(hereafter designated as "Principal"), have entered into a
Agreement dated , 20_ , and made a part hereof; and
NOW, THEREFORE, we, the Principal and
, as Surety, are held firmly bound unto the San Juan
Capistrano Community Redevelopment Agency (hereafter called"Obligee"), in the sum of
dollars, lawful money of the United
States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs,
successors, executors and administrators,jointly and severally, finely by these presents.
NOW, THEREFORE, the condition of this obligation is such that if Principal shall
promptly and faithfully perform the improvements identified in the Agreement, then the
obligation shall be null and void; otherwise it shall remain in full force and effect. Surety waives
any rights, if there be any, to require that a demand be made first against the Principal in the
event of default.
BE IT FURTHER RESOLVED:
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, incurred by San Juan Capistrano Community Redevelopment Agency, State of
California in successfully enforcing such obligation, all to be taxed as costs and included in any
judgment rendered.
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 there under, shall in any way affect its obligations or 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 there under.
Executed this day of , 20 at
California.
40
a
PRINCIPAL
(NOTARIZATION AND SEAL)
APPROVED AS TO FORM: SURETY
Omar Sandoval, City Attorney (NOTARIZATION AND SEAL)
Premium Included
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LABOR AND MATERIALS BOND
KNOW ALL MEN BY THESE PRESENTS: that
WHEREAS, the San Juan Capistrano Community Redevelopment Agency, 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 San Juan
Capistrano Community Redevelopment Agency, a municipal 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 OBLIGATION 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 under 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 Government Code of California
as amended, that the surety shall 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 any 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 suit
brought upon this bond.
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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 there under 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 there under.
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 Agency in successfully enforcing such obligation,all to be taxed as costs
and included in any judgment rendered.
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 200. 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:
Its:
SURETY
By: _
APPROVED AS TO FORM: Its:
Omar Sandoval, Agency Attorney
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GENERAL PROJECT SPECIFICATIONS
SECTION 1 —SCOPE OF WORK
The work to be done consists of furnishing all materials, equipment,tools, labor, and incidentals
as required by the Contract PIans, Specifications, and Contract Documents. The general items of
work include, but are not limited to, the following:
The project includes, but not, limited to: constructing 10 affordable manufactured housing rental
units on approximately 1.67 acres in Little Hollywood located at the northern terminus of Paseo
Adelanto between Ramos and Mission Street on City owned property. Improvement Plans call for
the construction of a new rural asphalt paved road with 10 guest parking spaces. Site drainage is
directed towards a bio-swale to treat stormwater runoff before emptying into the nearby channel.
The project is proposed to include a shared common area next to an existing cluster of pepper trees.
Picnic benches are proposed within this common area. An equestrian trail is proposed on the west
side of the project next to the channel with an equestrian bridge that crosses over the proposed bio-
swale. A DG pathway is proposed on the easterly side of the project next to existing cactus plants.
The project is proposed to include lighting,trash enclosures,landscaping and irrigation systems;and
implementation of Best Management Practices(BMP) for storm water pollution prevention during
all construction activities; and other general improvements, and recycling of construction and
demolition material.
Therefore, the project construction will include grading, paving, concrete improvements,
utilities construction such as electrical,water, sewer and drainage.
SECTION 2—PLANS AND SPECIFICATIONS
At a minimum,itemized list shall include the manufacturer's name,catalog number,quantity,type,size,
color, weight, finish, function, quality, and installation and fastening methods and instructions.
Upon approval of the itemized lists,CONTRACTOR shall furnish six(6)sets of Shop Drawings to the
Engineer of all fixtures, materials, and all other appurtenances as indicated or specified.
San Juan Capistrano Community Redevelopment Agency will provide structural calculation to the
CONTRACTOR.
Submittals of the itemized lists, shop drawings, manufacturers' application requirements, product
specifications and shall be provided to the Engineer within fifteen(15)working days after the date of
the Award of Contract.
Except as may otherwise be provided herein, the Engineer will return each submittal to the
CONTRACTOR,with his comments noted thereon,within 5 working days following their receipt by
the Engineer. It is considered reasonable that the CONTRACTOR shall make complete and acceptable
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submittals to the Engineer by the second submission of a submittal item. The San Juan Capistrano
Community Redevelopment Agency reserves the right to withhold monies due to the CONTRACTOR
to cover additional costs of the Engineer's review beyond the second submission. Incorporate cost in a
bid item.
SECTION 3 - LOCATION OF WORK
The general locations and limits of the work are as follows:
LITTLE HOLLYWOOD EXPANSION
26581 Ramos Street
Vacant land at the northern terminus of Paseo Adelanto between Ramos and Mission Streets
approximately 1,000 feet north of Del Obispo, 400 feet south of Mission Street.
SECTION 4 - TIME FOR COMPLETION
The CONTRACTOR shall complete all work in every detail within two hundred forty(240)working
days after the first date of work is established in the Notice to Proceed and shall not perform any field
work prior to said date.
Within the 240 working days, the CONTRACTOR must complete all work in all stages within the
number of working days as outlined herein:
The CONTRACTOR'S bid prices shall cover all costs resulting from the required staging, and no
additional compensation will be allowed for the described staging and order of work. Cost of staging
shall be included in the "mobilization"bid item and no additional compensation shall be provided.
If any work is done beyond the allowable working days as described in these General
Specifications,the CONTRACTOR will be subject to service fees, and liquidated damages per
Section 18, Special Provisions of these Specifications.
No long-term lane closures are allowed. The CONTRACTOR is only allowed to establish lane
closures per the Contract Documents during allowable working hours as outlined in the General
Specifications,"Hours of Work". The CONTRACTOR shall adhere to the requirements as outlined in
these specifications.
The CONTRACTOR shall work within the allowable working hours described in the General Project
Specifications, "Hours of Work", section of this Specification.
The CONTRACTOR shall pothole existing utilities in advance of any demolition and utility
excavations in accordance with Section 19,Special Provisions"Utilities,"of this Contract Document.
Said potholing shall be done as part of the allowable working days, and shall be subject to inspection
service fees should the total number of working days be exceeded.
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SECTION 5 - HOURS OF WORK
CONTRACTOR'S work activities shall be confined to the following.hours:
Onsite:
Onsite work shall be limited to 7:30 a.m.to 5:00 p.m.,Monday through Friday. Absolutely no work
is permitted on Saturdays, Sundays, or Holidays.
Offsite:
Work in the public right-of-way between 8:30 a.m.and 3:30 p.m.only. Traffic Control per CalTrans
Traffic Control Manual or the Work Area Protection and Traffic Control Manual. Two-way traffic
shall be maintained at all times.
Deviation from these hours will not be permitted without the prior consent of the Engineer,except in
emergencies involving immediate hazard to persons or property. In the event of either a requested or
emergency deviation, inspection service fees will be charged against the CONTRACTOR. The
service fees will be calculated at overtime rates including benefits,overhead, and travel time. The
service fees will be deducted from any amounts due the CONTRACTOR.
Work shall not interfere with trash pickup or street sweeping of any street within the limits of work.
CONTRACTOR shall coordinate with the AGENCY'S trash hauler and street sweeper in accordance
with the requirements noted in Section 18, Special Provisions of this Contract Document.
SECTION 6 -NOTIFICATION
CONTRACTOR shall notify the owners of all utilities and substructures not less than ten (10)
working days prior to starting construction.
All construction correspondence should start with the project manager and in the event that
the project manager is not reachable, contact the Public Works Division Director.
The following list of names and telephone numbers is intended for the convenience of the
CONTRACTOR and is not guaranteed to be complete or correct:
CITY OF SAN JUAN CAPISTRANO
Attention: Nasser Abbaszadeh, Director (949) 443-6398
Public Works Department
Ziad Mazboudi, Senior Civil Engineer (949) 443-4413
Water-Quality/Solid Waste Management
Douglas Dumhart—Project Manager (949) 443-6316
Economic Development Manager
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Jack Galaviz, Manager (949)443-6364
Public Works Department
Eric Bowman, Water Engineering Manager (949)487-4312
Utility Department
David Contreras, Senior Planner (949) 443-6320
Community Development Department
Terri Delcamp, Historic Preservation Manager (949) 443-6330
Community Development Department
Andy Ngo, Engineering Technician II (714) 834-4368
Orange County Flood Control District
ARCHAEOLOGIST (949) 753-7001
Attention: PCR, Mitchell W. Marken
NATIVE AMERICAN MONITOR (949) 493-0959
Attention: David Belardes
UNDERGROUND SERVICE ALERT (800) 227-2600
(DigAlert) Call two working days before you dig
SAN DIEGO GAS & ELECTRIC (949) 361-8047
Attention: Patti Good
THE GAS COMPANY, DISTRIBUTION (800) 427-2200 xl
AT&T (714) 666-5711
Attention: Becky Brandon
COX COMMUNICATIONS (949) 546-2805
Attention: Steve Weibler
VERIZON BUSINESS (formally MCI) (626)666-3526
Attention: Don Beckermann
CR&R INCORPORATED (Trash Hauler) (949) 728-0446
Attention: Maria Lazaruk
CANNON PACIFIC (Street Sweeper)
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Other Utilities found in San Juan Capistrano
Moulton Niguel Water District (949) 831-2500
Laguna Niguel
San Juan Basin Authority (949) 831-2500
SECTION 7 -EMERGENCY INFORMATION
The names, addresses, and telephone numbers of the CONTRACTOR and subcontractors, or their
representatives,shall be filed with the ENGINEER and the County Sheriffs Department(City of San
Juan Capistrano)prior to beginning work.
SECTION 8- COMMUNITY NOTICE
CONTRACTOR shall provide and distribute to all adjacent property owners around all portions of
the project area,printed door hanging type notices measuring 8 1/2 by 11 inches in size with wording
describing as shown on the following page,within ten(10)working days prior to commencing any
work, or continuing any work after a period of non-work. The Engineer shall determine when re-
notification is required. All costs to be borne by CONTRACTOR.
If the CONTRACTOR notifies a street/neighborhood of scheduled work, and the work schedule
changes for any reason or in any way,the CONTRACTOR is automatically required to re-notify the
area and the Engineer per the requirements herein. All costs to be borne by CONTRACTOR. No
additional costs to AGENCY.
Proof of all notifications shall be provided to the ENGINEER prior to commencement of work. City
will provide map and addresses identifying properties to be noticed. Proof shall consist of a signed
letter to the ENGINEER from the CONTRACTOR.
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NOTICE OF CONSTRUCTION WORK
WITHIN THE NEXT FEW DAYS,WORK WILL BE STARTED AT THE TERMINUS OF
PASEO ADELANTO. WORK WILL CONSIST OF:
The WORK is expected to begin about and be completed by
about
The WORK may cause some inconvenience, but will be of permanent benefit.
We will appreciate your cooperation in the following matters:
1. Please comply with all posted parking restrictions. (72-hour notices will be posted).
2. Please be alert when driving or walking in the construction area.
3. Tools, materials, and equipment are attractive to children. For the safety of the
children, please keep them away.
4. Please report all inconvenience to the foreman on the job, or call the
CONTRACTOR'S office at the number given below.
The WORK is being performed for the San Juan Capistrano Community Redevelopment
Agency by:
(Firm name, address, and phone number)
We will endeavor to complete this work as rapidly as possible and with a minimum of
inconvenience to you.
If you have any questions regarding the upcoming work, please call the Community
Redevelopment Agency representative: Laura Stokes at (949) 443-6313 during normal
business hours. Emergencies during non-business hours can be reported to the Orange
County Sheriff Dispatch at(949) 770-6011.
Sincerely,
of isor
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SECTION 9—CONTRACT DRAWINGS
The San Juan Capistrano Community Redevelopment Agency shall furnish the CONTRACTOR a
maximum of five(5)sets of Contract Drawings and Specifications without charge. Additional sets will
be furnished upon request at the cost of the CONTRACTOR.
SECTION 10—STANDARD SPECIFICATIONS
All construction shall conform to 2006 edition of the Standard Specifications for Public Works
Construction(SSPWC)except as specifically amended by these Contract Documents. All work shall
be done in accordance with: (1) Standard Specifications for Public Works Construction (SSPWC),
2006 Edition; (2) these Specifications; (3) the Contract Plans for this project; (4) Orange County
Resources and Development Management Department(OCRDMD),2006 Edition;(5)2006 Standard
Plans for Public Works Construction(SPPWC),also known in these Contract Documents as APWA
(6) Work Area Traffic Control Handbook, Latest Edition; (7) Manual of Uniform Traffic Control
Devices(MUTCD),Latest Edition and the MUTCD 2003 California Supplement,Latest Edition;and
(8) California Electric Code(CEC), 2004 Edition.
Where conflicts exist between the above specifications,they shall be resolved in the order of priority
listed above, unless otherwise specified herein.
The hereinafter listed documents,except such portions that are hereafter deleted,modified or amended
by AGENCY,are in the office of the City Engineer of the City of San Juan Capistrano for examination,
are hereby adopted as the standard plans and specifications for the construction, improvement and
repair of highways,bridges, flood control and recreation facilities:
(a) "Standard Specifications for Public Works Construction(SSPWC)," 2006 edition except Section
307,as published by Building News,Inc.,and those supplements or later editions thereto as may be
adopted by resolution of the City Council; as written and promulgated by the Joint Cooperative
Committee of the Southern California Chapter of the American Public Works Association and the
Southern California District of the Associated General Contractors of California. Copies of these
Standard Specifications are available from the publisher,Building News,Incorporated,1612 South
Clementine Street, Anaheim, California 92802,telephone(714) 517-0970.
(b)Standard Plans,2006 Edition,Orange County Resources&Development Management Department
(OCRDMD).
(c) 2006 Standard Plans for Public Works Construction (SPPWC), also known in these Contract
documents as APWA.
(d) "Work Area Protection and Traffic Control Manual," dated April 2006 covering traffic control
measures and those supplements or later editions thereto as may be adopted by resolution of the
City Council, This Manual is applicable if the designed traffic control does not apply to a specific
situation,and can only be used if approved by the Engineer prior to said use.
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(e) Signing and Striping shall conform to the Manual on Uniform Traffic Control Devices(MUTCD)
Latest Edition, and the California Supplement,May 20, 2003.
(f) "California Electric Code", 2007 Edition.
(g) Uniform Building Code (Retaining Walls may force use of UBC)
The SSPWC set forth above will control the general provisions, construction materials, and
construction methods for this contract, except as amended by the Plans, Special Provisions, or other
contract documents. The following Special Provisions are supplementary and in addition to the general
provisions of the Standard Specifications unless otherwise noted and the section numbers of these
Specifications coincide with those of the said Standard Specifications. Only those sections requiring
elaboration, amendments, specifying of options or additions are called out.
SECTION 11 —EXCAVATION NOTICE
In the event CONTRACTOR is required to dig any trench or excavation that extends deeper than 4 feet
below the surface in order to perform the work authorized under this contract,CONTRACTOR agrees
to promptly notify AGENCY in writing and before further disturbing the site if any of the conditions set
forth below are discovered:
1. Material that the CONTRACTOR believes may be material that is hazardous waste,as defined in
Section 25117 of the Health and Safety Code that is required to be removed to a Class I,Class II,or
Class III disposal site in accordance with the provisions of existing law.
2. Subsurface or latent physical conditions at the site differing from those indicated.
3. Unknown physical conditions at the site of any unusual nature, different materially from those
ordinarily encountered and generally recognized as inherent in the work of the character provided
for in this contract
a. AGENCY agrees to promptly investigate the conditions, and if AGENCY finds that the
conditions do materially differ,or do involve hazardous waste,and cause a decrease or increase
in CONTRACTOR'S cost of, or the time required for, performance of any part of the work,
shall issue a change order under the procedures described in this contract.
b. That,in the event a dispute arises between AGENCY and CONTRACTOR as to whether the
conditions materially differ, or involve hazardous waste, or cause a decrease or increase in
CONTRACTOR'S cost of, or time required for, performance of any part of the work,
CONTRACTOR shall not be excused from any scheduled completion date provided for in this
Contract,but shall proceed with all work to be performed under the contract. CONTRACTOR
shall retain any and all rights provided either by this contract or by law,which pertain to the
resolution of disputes and protests between contracting parties.
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SECTION 12—RECORD AND AS-BUILT DRAWINGS
CONTRACTOR shall provide,and keep up-to-date,a complete As-Built record set of Construction
Documents which shall be corrected daily and show the following:
1. Any deviations from the Contract Plans and Specifications.
2. All final locations of all improvements shown on the Contract Plans determined in the
field.
3. Exact as-built locations, sizes and kinds of equipment and appurtenances.
Prints of the Contract Documents may be obtained from the Engineer for this purpose as described
in, "Contract Drawings", in the General Project Specifications Section of this Contract Document.
This set of drawings shall be kept on the site and shall be used as a record set.
All final locations determined in the field,and any deviations from the Contract Documents,shall be
marked in red on this record set to show the as-built conditions. Upon completion of all work, the
CONTRACTOR shall return the record set to the Engineer.
The As-Built record set shall also serve as work progress sheets and shall be the basis for
measurement and payment for work completed. The As-Built record set shall be available at all
times for inspection.
Upon completion of all work,the CONTRACTOR shall return the complete As-Built record set to
the Engineer. As-Built record shall conform to the City's Public Works Policy for "Digital
Submission Guidelines" (See Appendix `E'). Final payment will not be made until this
requirement is met. Delivery of the As-Built record set will not relieve the CONTRACTOR of the
responsibility of furnishing information that may be omitted from the prints.
SECTION 13—TEST OF MATERIALS
Except as elsewhere specified, the CONTRACTOR will bear the cost of testing material and/or
workmanship which meet or exceed the requirements indicated in these Contract Documents. The
cost of all other tests, including the re-testing of material or workmanship that fails to pass the first
test, shall be borne by the CONTRACTOR.
SECTION 14—CERTIFICATION
A Certificate of Compliance shall be furnished prior to the use of any materials for which these
Contract Document require that such a certificate be furnished. In addition,when so authorized in
these Contract Documents,the Engineer may permit the use of certain materials or assemblies prior
52
to sampling and testing if accompanied by a Certificate of Compliance. The certificate shall be
signed by the manufacturer of the material or the manufacturer of assembled materials and shall state
that the materials involved comply in all respects with the requirements of the Contract Documents.
A Certificate of Compliance shall be furnished with each lot of material delivered to the work and
the lot so certified shall be clearly identified in the certificate.
All materials used on the basis of a Certificate of Compliance may be sampled and tested at anytime.
The fact that material is used on the basis of a Certificate of Compliance shall not relieve the
CONTRACTOR of responsibility for incorporating material in the work which conforms to the
requirements of the Contract Documents,and any such material not conforming to such requirements
will be subject to rejection whether in place or not.
Such materials shall include:
Decorative Brick and Stone Paving.
Decomposed Granite Paving w/ Stabilizer.
The AGENCY reserves the right to refuse to permit the use of material on the basis of a Certificate
of Compliance, or any other reason at the discretion of the AGENCY.
The form of the Certificate of Compliance and its disposition shall be as directed by the Engineer.
SECTION 15—PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS
The CONTRACTOR shall be responsible for the protection of public and private property adjacent
to the Work and shall exercise due caution to avoid damage to such property. The CONTRACTOR
shall document pre-construction conditions of existing public and private improvements within the
area of work, and provide a copy to the Engineer prior to the commencement of Work.
CONTRACTOR shall provide and install suitable safeguards to protect such objects from injury or
damage. If such objects are injured or damaged by reason of the CONTRACTOR'S operation,then
they shall be replaced or restored at the CONTRACTOR'S expense to the original condition, if not
better, particularly if any such objects are a part of the work being performed as shown on the
Contract Documents. Repairs to damaged City facilities shall be made functional immediately.
Complete and final repairs must be completed within 5 calendar days.
The CONTRACTOR shall relocate,repair,replace,or reestablish all existing improvements within
the project limits and any other adjacent area which are not designated for removal (e.g., curbs,
sidewalks, driveways, fences, walls, sprinkler systems, signs, utility installations, pavements,
structures, landscaping, etc.) which are damaged or removed as a result of his operations or as
required by the Contract Documents, at the CONTRACTOR'S expense, subject to the approval of
the Engineer. This includes any damage caused as a result of tracking of asphalt on AGENCY or any
other agency owned street. Relocations,repairs,replacements, or reestablishments shall be at least
equal to the existing improvements and shall match such improvements in finish and dimensions
unless otherwise specified by the Engineer.
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CONTRACTOR shall take all precautionary measures to protect in place all existing trees and
landscaping designated to the Protected in Place. No tree roots over one(1)inch in diameter shall
be cut without the written permission of the Engineer. Trenching adjacent to existing trees shall
be performed in compliance with Section 8, Special Provisions of this Specification.
Where existing traffic striping, pavement markings, and curb markings are damaged or their
reflectivity reduced by the CONTRACTOR'S operations, such striping or markings shall also be
considered as existing improvements and the CONTRACTOR shall repaint or replace such
improvements.
It shall be the responsibility of the CONTRACTOR to protect all work areas from water intrusion,
which could damage excavated areas and sub-base/sub-grade. Any damage resulting from water
intrusion shall be repaired at the CONTRACTOR'S expense.
THE CONTRACTOR SHALL NOT TRACK TACK MATERIALS OR ASPHALT ONTO ANY
STREET, SIDEWALK, DRIVEWAY, OR OTHER IMPROVEMENT AT ANY TIME. IF THE
CONTRACTOR DOES NOT CONTROL TRACKING OF MATERIALS,THE CONTRACTOR
MAY BE SUBJECTED TO STOP NOTICES. FURTHER,THE CONTRACTOR IS REQUIRED
FOR REMOVAL OF ALL TACK OR ASPHALT FROM EXISTING IMPROVEMENTS TO THE
SATISFACTION OF THE AGENCY AT THE CONTRACTOR'S EXPENSE.
In order to protect existing pavement and/or reduce AC tracking, at the Engineers discretion, the
CONTRACTOR'S haul trucks for AC items and PCC removal may be restricted to I0-wheel dump
trucks (no transfer trucks or Semi-trucks will be allowed). If this restriction is imposed, no
additional compensation will be allowed
All costs to the CONTRACTOR for protecting,removing,restoring,relocating,repairing,replacing,
or reestablishing existing improvements shall be included in the various bid items included in the
Bid Schedule, and no additional compensation will be allowed.
SECTION 16—PUBLIC CONVENIENCE AND SAFETY
The CONTRACTOR shall notify the occupants of all affected properties at least 48-hours prior to
any temporary obstruction of access. Vehicular and pedestrian access to individual properties shall
be maintained, except as required for construction for a reasonable period of time. At a minimum,
the CONTRACTOR shall notify the adjacent property owners or as otherwise determined by the
Engineer.
The pedestrian walkway/sidewalk along Paseo Adelanto, and any other adjacent walkways, shall
remain open to the public for the duration of the work. If an existing pedestrian walkway is closed
by the CONTRACTOR,an alternate Americans with Disabilities Act(ADA)path of travel shall be
provided. The clearance from the pedestrian walkway to any traffic lane shall be 7 feet. All
temporary pedestrian walkways shall be in accordance with the Traffic Control Plan and as directed
by the Engineer. Prior to any closure, approval shall be obtained from the Engineer. Full
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compensation for the construction and maintenance of temporary walkways shall be included in the
cost of TRAFFIC CONTROL, and no additional compensation will be allowed.
The CONTRACTOR is responsible to provide a vacuum/brush type street sweeper continuously
during all construction operations where dirt or debris ends up in any public street. This includes any
dirt and debris that is tracked from the project site onto adjacent roadways. Hand sweeping will not
be an acceptable alternative to a sweeper.
The CONTRACTOR shall not perform any work activity that prevents or restricts trash pick up.
Coordination with the AGENCY's trash hauler shall be the CONTRACTOR'S responsibility,and no
additional compensation will be allowed. If impacts are expected,the CONTRACTOR must notify
the AGENCY and the AGENCY trash hauler with a minimum of 48 hours advance notice. The
AGENCY's trash hauler contact information is as follows:
CR& R INCORPORATED (Trash Hauler) (949) 728-0446 Attention: Maria Lazaruk
SECTION 17—STORAGE OF EQUIPMENT AND MATERIALS IN PUBLIC STREETS
Construction equipment and materials shall not be stored in any street,road,highway or public right-
of-way, unless otherwise approved by the respective agency(s) and the Engineer.
All materials and equipment shall be stored elsewhere by the CONTRACTOR in a AGENCY
approved Staging Area as described herein.
The AGENCY shall designate a Staging Area and provide an exhibit to the CONTRACTOR that
describes the size and location. Said Staging Area shall be secured with a 6 foot fence with green
mesh. The CONTRACTOR will obtain permission from the AGENCY prior to accessing any
Staging Area. Proof of grant of access on the property shall be provided to the Engineer prior to
commencement of work. In addition,the Engineer must approve the equipment/office layout of the
Staging Area prior to implementation.
The CONTRACTOR shall implement all necessary BMP'S within the staging area,per Section 13,
Special Provisions and no additional compensation will be allowed. All materials and equipment not
installed or used in construction within the daily work period shall be stored in the allowable Staging
Area.
Construction equipment shall not be stored at the work site before its actual use on the work.
The Staging Area shall be maintained in a neat and orderly manner at all times. Due to limited
amount of parking in the Project Site area, the CONTRACTOR shall arrange for staff parking
outside of the limits of work. At the completion of the project, CONTRACTOR shall restore the
Staging Area to the original condition, if not better, unless otherwise specifically directed by the
Engineer.
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Excavated material, except that which is to be used as backfill in the adjacent trench shall be
removed within 48 hours unless specificafly authorized by the ENGINEER and 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.
Measurement and Payment
The cost of all work associated with the procurement, maintenance, and restoration of the Staging
Area for the project shall be borne by the CONTRACTOR, and shall be included with the cost of
MOBILIZATION/DEMOBILIZATION. No additional compensation will be considered.
SECTION 18—STREET CLOSURES, DETOURS, BARRICADES
Street closures will not be allowed,except as specifically permitted by the Engineer. Lane closures
will not be allowed during non-working hours. All traffic lanes must be reopened by the end of
working hours each day.
The CONTRACTOR must accommodate access to all commercial businesses and residential
units within the Los Rios District. The CONTRACTOR must provide access at all times to all
residences.
Where needed, traffic control warning signs, and other traffic control devices shall conform to the
Contract Plans and the requirements set forth in these Contract Documents.
The CONTRACTOR shall furnish and install all traffic control devices(including but not limited to
all applicable barriers,guards,signs,and all other applicable signage and devices advising the public
of detours and construction hazards), and flag persons and watchpersons, as required by the
appropriate standards or where directed by the Engineer. Electronic reader/arrow signs shall not be
permitted on Los Rios Street. CONTRACTOR shall coordinate with the Engineer on the installation
location of all signage.
SECTION 19—EXAMINATION OF CONTRACT DOCUMENTS
The bidder shall examine carefully the entire site of the work, including but not restricted to the
conditions and encumbrances related thereto,the Contract Plans and Specifications,and the proposal
and contract forms therefore. The submission of a bid shall be conclusive evidence that the bidder
has investigated and is satisfied as to the conditions to be encountered, as to the character, quality,
and scope of the work to be performed, the quantities of material to be furnished and as to the
requirements of the proposal, Contract Plans, Specifications, and the Contract.
END OF GENERAL PROJECT SPECIFICATIONS
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CONTRACT
This contract is made and entered into by and between the SAN JUAN CAPISTRANO
COMMUNITY REDEVELOPMENT AGENCY, hereinafter referred to as "AGENCY" 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 include 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
AGENCY and the CONTRACTOR. Plans, Specifications and Special Provisions, the Standard
Specifications for Public Works Construction, 2006 Edition, including all Supplements, Contract
Bonds, Resolutions adopted by the AGENCY 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 furnish all tools,labor,material,equipment,
transportation,and supplies necessary to perform and complete in good and workmanlike manner the
construction of
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. AGENCY 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 manner set forth in the Specifications.
FOURTH. COMMENCEMENT AND COMPLETION OF THE WORK. CONTRACTOR
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agrees to begin and complete the work within the time specified in the Notice Inviting Bids. It is
agreed that it would be impracticable and extremely difficult to fix the actual amount of damages,
and loss sustained by AGENCY,should CONTRACTOR fail to complete the work in the specified
time;therefore, CONTRACTOR shall pay AGENCY,as liquidated damages,not in the nature of a
penalty, Two Hundred Fifty Dollars ($250) 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 AGENCY. 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
full payment of all Labor and Material entering into or incidental to the work covered by this
contract. CONTRACTOR agrees to furnish the bonds on the forms found within the Specifications.
CONTRACTOR agrees to pay AGENCY such sum as the Court may judge as reasonable for the
legal services of any attorney representing the AGENCY 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 AGENCY. The required
Performance, Labor and Materials Bonds, and Bid Bond shall provide that the surety shall pay
attorney's fees incurred by AGENCY in enforcing this agreement.
SIXTH. GENERAL PREVAILING RATE OF PER DIEM WAGES. Pursuant to the Labor
Code of the State of California,conies 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
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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
liability and property damage insurance naming the AGENCY 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/any one occurrence/not limited to contractual period;
$2,000,000 injury to more than one person/any one 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
AGENCY 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 the AGENCY the
policy certificate establishing that the required level of insurance has been satisfied.
CONTRACTOR shall indemnify, defend and save harmless the AGENCY, its officers,agents,and
employees from 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 OTHER PROVISIONS OF LAW RELATIVE TO
PUBLIC CONTRACTS. AGENCY is subject to the provisions of the Government 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 for herein and shall be
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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 AGENCY,
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 the provisions of
Article Three, Chapter One, Part Seven, Division 2, of the California Labor Code, except as
permitted by law.
IN WITNESS WHEREOF,this contract is executed by the duly authorized agent(s)of AGENCY,
pursuant to Board of Directors action, and by CONTRACTOR on the date set before the name of
each.
San Juan Capistrano Community Redevelopment Agency
DATED: BY:
MARK NIELSEN, CHAIRMAN
BY:
CONTRACTOR,
LICENSE NO. AND CLASSIFICATION
ATTEST:
Margaret R Monahan, City Clerk
APPROVED AS TO FORM:
Omar Sandoval, City Attorney
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SPECIAL PROVISIONS
SAN JUAN CAPISTRANO COMMUNITY REDEVELOPMENT AGENCY
THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT
PHASE II— 10 UNITS
LOS RIOS HISTORIC DISTRICT
SECTION 1 -STANDARD SPECIFICATIONS
The contractor shall perform his work in accordance with the Standard Specifications for Public
Works Construction "Green Book" 2006 Edition or as last revised, 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.
Any modifications to provisions of the Standard Specifications shall be indicated within these special
provisions.
SECTION 2 —TERMINATION OF CONTRACT
Section 6-5 of the Standard Specifications is hereby modified to include the following:
If at any time, in the opinion of the Director of Public Works, 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 Director of Public
Works, within the time specified in such notice, the San Juan Capistrano Community
Redevelopment Agency,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 San Juan Capistrano Community Redevelopment Agency may designate. Upon such
termination, the Contractor's control shall terminate and thereupon the Members of the Board of
Directors, 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 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 manner as the San Juan Capistrano Community Redevelopment Agency may deem
proper; or the Members of the Board of Directors may annul and cancel the contract and re-let the
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work or any part thereof. Any excess of cost arising there from 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 San Juan Capistrano Community Redevelopment Agency;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 ofmonies 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 San Juan Capistrano Community Redevelopment Agency as
provided above, and the Contractor will be credited with any surplus remaining after all just claims
for such completion have been paid."
SECTION 3—LAWS TO BE OBSERVED
Section 7-13 of the Standard Specifications is hereby modified to include the following:
"All contractor sand 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 waste hauler for their solid waste handling needs.
SECTION 4—FACILITIES FOR CITY PERSONNEL
Section 8 of the Standard Specifications is hereby deleted.
SECTION 5— SURVEY SERVICES
Section 2-9.3 of the Standard Specifications is hereby deleted and replaced with the following:
The Contractor will perform and be responsible for the accuracy of survey adequate for construction.
The Contractor shall preserve construction survey stakes and marks for the duration of their
usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such
replacement shall be by the Contractor at his expense.
The Contractor shall dig all holes necessary for lien and grade stakes.
Unless otherwise specified, stakes will be set and stationed by the Contractor for curbs, headers,
sewers, storm drains, structures and rough grade and a corresponding cut of fill to finished grade(or
flow line) indicated on a grade sheet.
SECTION 6 - 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:
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AGENCY shall mean San Juan Capistrano Community Redevelopment Agency whenever
appropriate.
BOARD shall mean the Board of Directors of the San Juan Capistrano Community Redevelopment
Agency.
CITY shall mean the City of San Juan Capistrano, acting as the sole authorized agent for the San
Juan Capistrano Community Redevelopment Agency.
ENGINEER shall mean Director of Public Works or other person(s) designated by same.
CONTRACTOR shall mean CONTRACTOR as defines herein or his authorized representative.
PROJECT MANGER shall mean Economic/Redevelopment Manager or his designee.
SECTION 7- FLOW AND ACCEPTANCE OF WATER
Surface or other waters may be encountered 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 8 -WATER
Water will be available from the City of San Juan Capistrano. The AGENCY shall supply temporary
construction water services to the project site at no additional cost to the CONTRACTOR. All water
facility construction will conform to the"Standard Specifications,"City of San Juan Capistrano,and
"The Uniform Plumbing Code," 2001 Edition. Contractor shall not modify in any manner the
temporary construction water services unless authorized in writing by the Engineer. Use of water
shall be limited to construction related activities exclusively. CONTRACTOR is highly encouraged
to conserve water. If City identifies abuse of water, CONTRACTOR will be notified to rectify the
situation. If follow-up abuse of water is identified,then City will start charging CONTRACTOR for
water used at regular City rate.
SECTION 9 -INSURANCE AND OVERHEAD COSTS
The Contractor shall receive no direct compensation for insurance, overhead and other incidental
cost for various items as shown in these Special Provisions such as move in cost,etc. Accordingly,
these costs should be prorated to the appropriate bid items.
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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 10 - PROTECTION OF EXISTING UTILITIES (UNDERGROUND SERVICE
ALERT)
The Engineer has endeavored to show all existing utilities. The Contractor must,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 lease 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 11 -PROTECTION OF PRIVATE PROPERTY
The CONTRACTOR and all sub-consultants must remain within the construction zone to the best of
his/their ability. The Contractor must protect all existing private property,including but not limited
to structures, trees and landscaping. Prior to entering any private property, CONTRACTOR shall
contact PROJECT MANAGER and secure written approval.
SECTION 12 - PROTECTION OF EXISTING TREES
All trees that are designated as protected in place shall be protected during construction and at all
times. Such trees shall be fenced along the perimeter of the trees drip line with a construction fence
and shall be kept free from construction related materials and debris. There shall be NO PARKING
or STAGING of any vehicles or construction materials under the drip lines of said trees. The
perimeter of the construction fence shall include three(3)rows of sandbags to protect the drip lines
of said trees. All construction fences shall include a sign (12" x 12"), along the perimeter that
contains the wording: "TREE PROTECTION ZONE - NO PARKING OR STAGING OF ANY
VEHICLES OR CONSTRUCTION MATERIALS UNDER THE DRIP LINES OF THESE
TREES". Contractor shall construct and install said signs at no additional cost to the City.
CONTRACTOR shall take all precautionary measures to protect in place all trees and landscaping
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designated to be Protected in Place. Whenever roots of existing trees are encountered during the
trenching operations, the CONTRACTOR shall re-route the main line trenches, unless otherwise
approved by the Engineer. Where it is necessary to excavate adjacent to existing trees, the
CONTRACTOR shall use all possible care to avoid injury to trees and tree roots. Excavation in
areas where two(2)inch and larger roots occur shall be done by hand. All roots two (2)inches and
larger in diameter,except directly in the path of pipe or conduit,shall be tunneled under and shall be
heavily wrapped with burlap,to prevent scarring or excessive drying. Where a ditching machine is
run close to trees having roots smaller than two(2)inches in diameter the wall of the trench adjacent
to the tree shall be hand trimmed,making clean cuts through. Trenches adjacent to trees should be
closed within twenty-four(24)hours;and where this is not possible,the side of the trench adjacent to
the tree shall be kept shaded with burlap or canvas.
SECTION 13—PROTECTION OF LOS RIOS STREET
Los Rios Street shall be protected in-place and shall be kept free and clear from construction vehicles
and materials at all times. All construction related deliveries to the project site shall be routed via
Paseo Adelanto, or as approved by the Engineer.
SECTION 14 - CONSTRUCTION ZONE
Contractor shall protect property and facilities adjacent to the construction 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.
SECTION 15 - PRE-CONSTRUCTION COORDINATION MEETING
Prior to the commencement of construction, arrangements will be made for a meeting between the
Contractor, Engineer, Inspector, Archaeologist, Native American Monitor, utility representatives,
involved agency,city staff,and project consultants. The purpose of this meeting is to coordinate the
activities of the Contractor within the limits of this contract,review scheduling,discuss construction
65
methods and clarify inspection procedures.
SECTION 16—CONSTRUCTION SCHEDULE
The Contractor will be required to submit a complete schedule showing the number of working days
required to complete each phase of the project. This schedule shall be approved by the ENGINEER
prior to the notice to proceed.
SECTION 17 -NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
PROJECT SITE MAINTENANCE
Water Pollution Control.
No person shall commence or continue any construction project in the AGENCY that causes the
disturbance of existing ground by clearing, grading, saw cutting, or excavating without obtaining a
permit from the AGENCY.
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), Water Quality Order 99-08-
D W Q,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.
CAS0108740; and any subsequent modifications thereof; and
3. As described herein in these Contract Documents.
The CONTRACTOR shall prepare a Storm Water Pollution Prevention Plan (SWPPP) and shall
implement and maintain all appropriate measures to prevent polluted discharges, including erosion
control sediment, from entering storm water conveyance facilities. It is the responsibility of the
CONTRACTOR to maintain the site in compliance with the Stormwater regulations. Any fines
resulting from non-compliance of the Stormwater regulations imposed on the AGENCY shall be
deducted from the CONTRACTOR's retention.
Prior to mobilization,the CONTRACTOR'S shall provide the AGENCY with 2 copies of the SWPPP
for review. The AGENCY shall file a Notice of Intent (NOI) and obtain a Waste Discharge
Identification (WDID)prior to the award of Contract.
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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
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 SWPPP(as applicable),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 full BMP protection plan shall be activated when a 40%chance of
rain is forecasted. This person shall also be responsible for overseeing any site grading
operations and evaluating the effectiveness of the BMP's. This person shall modify the BMP's as
necessary to keep the 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.
3. 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 Engineer at the
conclusion of each training session, upon request.
4. 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 Engineer.
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
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milling materials,and other pollutant into a stormwater conveyance facility with physical barriers.
Polluted discharges are prohibited from 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
unprotected area, along with runoff devices to intercept and effectively convey the runoff to the
storm drain system after elimination of contaminants. These measures cannot he used for a
duration longer than 48 hours unless specifically approved by the CITY.
9. Drainage controls shall be utilized at all project locations. Nuisance flow resulting from
landscaping and irrigation runoff shall be retained on-site the extent of 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 drainage 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 BMP'S 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
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and every 24 hours during any prolonged rain event. The CONTRACTOR shall implement
special maintenance measures as required to meet all requirements at CONTRACTOR'S
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 and what modifications were made and SWPPP certification, as appropriate.
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,including 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 and what modifications were made and SWPPP
certification, as appropriate.
The CONTRACTOR shall monitor the project site for unmitigated non-stormwater discharge 24 hours
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 human 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 BMP'S
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.
Measurement and Payment
Full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for
preparation, updating and implementing the project SWPPP, for doing all work involved in
stormwater and erosion control practices; achieving and maintaining compliance with all applicable
regulations,including the General Construction Permit,as applicable;and for doing all work involved
in the implementation of an effective combination of erosion and sediment controls, waste and
materials management controls,and other BMPs,as required to prevent transport of pollutants from the
site to streets, drainage facilities or adjoining property by wind or runoff, to the maximum extent
69
practicable shall be included in the lump sum price as set forth in the Schedule of Work Items for
STORMWATER POLLUTION CONTROL/ BMPS (Bid Item No. 34). No additional
compensation will be allowed.
SECTION 18 -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 "Corner Records"prepared for filing in the Office of the County
Surveyor. It also mandates that after construction,monuments are to be reset and"Corner 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 monuments have
been set or restored and Corner Records filed with, and to, the satisfaction of the County Surveyor.
All costs necessary to comply with this legislation shall be allocated to the appropriate bid item.
The Contractor will perform and be responsible for the accuracy of survey adequate for construction.
The Contractor shall preserve construction survey stakes and marks for the duration of their
usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such
replacement shall be by the Contractor at his expense. The Contractor shall dig all holes necessary
for line and grade stakes.
Unless Otherwise specified, stakes will be set and stationed by the Contractor for curbs, headers,
sewers,storm drains, structures and rough grade and a corresponding cut or fill to finished grade(or
flowline) indicated on a grade sheet.
SECTION 19 - 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.,"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
70
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 20—CONSTRUCTION SIGNS
CONTRACTOR shall construct and install two(2)construction signs that measures 4 feet by 8 feet
with a maximum of 32 square feet. Said signs shall be located at Los Rios Street and at Paseo
Adelanto, location to be determined by the Engineer. Sign wording to be provided to
CONTRACTOR by the Engineer. Contractor shall construct and install said signs at no additional
cost to the City. This cost shall be included in mobilization bid item.
SECTION 21—CONSTRUCTION NOISE LEVELS
A noise level limit of 65 dB(A) shall apply to all construction equipment on or related to the job
whether owned by the CONTRACTOR or not. The use of excessively loud warning signals shall be
avoided, except in those cases required for the protection of personnel.
END OF SPECIAL PROVISIONS SPECIFICATIONS
71
DETAIL SPECIFICATIONS AND METHOD OF PAYMENT
SAN JUAN CAPISTRANO COMMUNITY REDEVELOPMENT AGENCY
THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT
PHASE II— 10 UNITS
LOS RIOS HISTORIC DISTRICT
MOBILIZATION, ROUGH GRADING, BMP
BID ITEM C-1 - PROJECT SURVEY
The work for this item shall consist of project survey by a licensed engineer or surveyor and
certification of construction to the required line and grade. 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 all labor,materials,tools and equipment necessary to
carry out the work as specified and no additional compensation shall be made therefore.
BID ITEM C-2 - ESTABLISH CENTERLINE TIES AND MONUMENTS
The work for this item shall consist of the establishment of center control ties and monuments by a
Registered Civil Engineer or licensed surveyor.
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 C-3 —MOBILIZATION
Mobilization shall conform to the provisions of Section 9-3.4 of the Standard Specifications. The
maximum price of this item shall not exceed 5 percent of the total contract price at the time of award.
PAYMENT
Pavement for mobilization shall be at the contract lump sum bid price and shall be payable as
follows for each payment upon approval of the Engineer:
DS-1
• i
Payment of 50 percent(less retention)of the contract lump sum bid price for mobilization at the first
progress payment;
Payment of 75 percent(less retention)of the contract lump sum bid price for mobilization when the
monthly partial payment estimate of the base bid earned to date,not including the amount earned for
mobilization, is 30 percent or more of the contract base bid amount; and
Payment to 100 percent(less retention)of the contract lump sum bid price for mobilization when the
monthly partial payment estimate of the base bid earned to date,not including the amount earned for
mobilization, is 50 percent or more of the contract base bid amount.
BID ITEM C-4—CLEAR AND GRUB
This work shall consist of tree, shrub,turf,AC pavement,concrete sidewalk,and concrete curb 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 removal 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, "Preservation of
Property".
1. Protection of existing improvements which are to remain shall conform to Section 7-9 of the
Standard Specifications.
2. 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.
3. Cold planning and sawcutting of existing pavement per Subsection 30-1.3.2.
PAYMENT
Payment for clearing and grubbing shall be at the contract lump sum price and shall be considered
full compensation for removal and disposal of all resulting materials, and for furnishing all labor,
materials and incidentals for accomplishing the work as specified herein and no additional
compensation will be allowed therefore.
BID ITEM C-5 —REMOVE EXISTING HEADWALL AND TRASH RACK
The work for this item shall consist of the removal of the existing head wall and trash rack at the
existing drainage structure.
DS-2
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 C-6—CONSTRUCT DESILTING BASIN
The work for this item shall include the rough grading of a destiling basin and the installation of a CMP
riser connected to the existing storm drain.
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 C-7—CONSTRUCT CONCRETE COLLAR
Concrete Collar shall be constructed to join the desilting basin riser to the existing storm CMP storm drain
per A.P.W.A. standard plan 380-3.
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 C-8—PROVIDE ON-SITE BMPs AND EROSION CONTROL FOR THE DURATION OF
THE CONSTRUCTION
Provide On-Site BMPs and Erosion Control for the duration of the construction(Rough Grade&Precise
Grade)per the Erosion Control Plans.
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-3
0 0
SEWER IMPROVEMENTS
BID ITEM S-1—FURNISH AND INSTALL 15"PVC SDR-35 SEWER LINE WITH PIPE BEDDING
Sewer line and pipe bedding shall be constructed in accordance with City Standard Plan No. 804.
PAYMENT
The unit price bid per linear foot for sewer line and pipe bedding shall include all labor,materials, tools,
equipment necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM S-2 —FURNISH AND INSTALL 8" PVC SDR-35 SEWER LINE WITH PIPE BEDDING
Sewer line and pipe bedding shall be constructed in accordance with City Standard Plan No. 804.
PAYMENT
The unit price bid per linear foot for sewer line and pipe bedding shall include all labor, materials, tools,
equipment necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM S-3 —FURNISH AND INSTALL 6" PVC SDR-35 SEWER LINE WITH PIPE BEDDING
Sewer line and pipe bedding shall be constructed in accordance with City Standard Plan No. 804.
PAYMENT
The unit price bid per linear foot for sewer line and pipe bedding shall include all labor,materials,tools,
equipment necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM S-4—FURNISH AND INSTALL 4"PVC SDR-35 SEWER LATERAL
Sewer Lateral,house lateral shall be constructed in accordance with City Standard Plan No. 803 and sewer
lateral detail on the plans.
PAYMENT
The unit price bid per linear foot for sewer lateral shall include all labor, materials, tools, equipment
necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM S-5 —CONSTRUCT 48" SEWER MANHOLE
DS-4
48" Sewer Manhole shall be constructed in accordance with City Standard Plan no. 801.
PAYMENT
The unit price bid per each for 48" sewer manhole shall include all labor, materials, tools, equipment
necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM S-6—CONSTRUCT SEWER CLEAN-OUT
Sewer clean-out shall be constructed in accordance with City Standard Plan No. 808.
PAYMENT
The unit price bid per each for sewer clean-out shall include all labor,materials,tools,equipment necessary
to construct the work, and no additional compensation will be made therefore.
BID ITEM S-7—BREAK INTO EXISTING SEWER MANHOLE AND CONNNECT PVC SEWER PIPE
Break into existing sewer manhole and connect 15",8"or 6"PVC sewer pipe per LACDPW standard plan
No. 2010-0 and City Special Provisions I-05. Modify manhole bottom as required to conform to City
Standard Plan No. 802.
PAYMENT
The unit price bid per each connection shall include all labor, materials, tools, equipment necessary to
construct the work, and no additional compensation will be made therefore.
BID ITEM S-8—FURNISH AND INSTALL 4"x6" PVC REDUCER
Install 4"x6" PVC reducer on the sewer lines as shown on the plans.
PAYMENT
The unit price bid per each reducer shall include all labor, materials, tools, equipment necessary to
construct the work, and no additional compensation will be made therefore.
BID ITEM S-9- ABANDON EXISTING SEWER LINE
Abandon existing sewer line per city specifications and/or as directed by the City Inspector.
DS-5
i •
PAYMENT
The unit price bid per linear foot for abandonment of existing sewer line shall include all labor,materials,
tools,equipment necessary to construct the work,and no additional compensation will be made therefore.
BID ITEM S-10—ABANDON EXISTING SEWER MANHOLE
Abandon existing sewer manhole per city specifications and/or as directed by the City Inspector.
PAYMENT
The unit price bid per each abandonment of existing sewer manhole shall include all labor,materials,tools,
equipment necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM S-1 I —ADJUST EXISTING SEWER MANHOLE TO GRADE
Adjust existing sewer manhole to grade,new rim elevation per plan.
PAYMENT
The unit price bid per each for adjust existing sewer manhole to grade shall include all labor, materials,
tools,equipment necessary to construct the work,and no additional compensation will be made therefore.
BID ITEM S-12— SEWER BY-PASS PUMPING
The 2003 sewer hydraulic model's estimated dry weather peak flow within the existing 18 inch trunk sewer
line is approximately 3.0 MGD with 1.75 MGD average flow over a 24-hour period. Since current
conditions are not known,the primary sewer by-pass system shall be designed to handle at least 120%of
the dry peak flow of approximately 3.6 MGD within the existing 18 inch trunk sewer. A"backup"by-pass
redundant pumping system, with a full time backup generator, shall also be able to handle 120% of the
peak flow. Both systems shall be manifold together for immediate switch over for emergency or testing.
Both systems shall be continuously manned 24 hours a day by a trained operator approved by the Engineer.
A by-pass plan shall minimally include the following elements and stipulations:
Location and configuration of pumping equipment for each by-pass as applicable.
Approximate pipe alignment for each by-pass.
Technical shop drawings for by-pass pump(s) indicating peak by-pass capacity.
Technical shop drawings for the by-pass piping system.
Spill response and notification procedures including emergency phone numbers.
The approved by-pass plan shall remain on-site during all portions of the work. Specific notification
requirements and procedures shall be finalized at the Pre-Construction Meeting.
DS-6
If significant abnormal rainfall occurs or is predicted during the Contract period,the Engineer may require
the Contractor to stop work and/or provide additional standby pumping capacity. Reasonable time
extensions will be granted and extra work will be paid for in accordance with the Standard Specifications.
The Contractor is solely responsible for any release of raw sewage due to failure of any component of the
by-pass pumping system. The Contractor is also responsible to make sure that no sewer service to any
adjacent business is disrupted. In the event that sewer service is disrupted to an adjacent business due to
construction of the trunk sewer replacement, house by-pass pumping will be necessary. This can be
performed by pumping sewage through individual house sewer cleanout. In case a sewer cleanout is not
found,Contractor shall construct an accessible sewer cleanout along the existing sewer lateral,per City of
San Capistrano Standard Plan 808. Any affected sewer lateral shall be reconnected as appropriate in
accordance with the City Standard Plan No. 803.
PAYMENT
The contract lump sump price for this item shall be considered full compensation for furnishing all labor,
materials, tools, equipment, apparatus and incidentals for doing all the work required and no additional
compensation shall be made therefore.
DS-7
I
WATER IMPROVEMENTS
BID ITEM W-1 —FURNISH AND INSTALL BOLLARD
Furnish and install bollard guard post around fire hydrant assembly and/or air & vacuum relief valve
assembly at locations per plan.
PAYMENT
The unit price bid per each for bollard guard post shall include all labor, materials, tools, equipment
necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM W-2 —TRENCH, BACKFILL. AND RESURFACE STREET
Trench,backfill,and resurface street due to the construction of water lines per City Standard No. W-8 and
No. 700.
PAYMENT
The unit price bid per linear foot for trench,backfill,and resurface street shall include all labor,materials,
tools,equipment necessary to construct the work,and no additional compensation will be made therefore.
BID ITEM W-3 —FURNIHS AND INSTALL 8"PVC C-900 CL-200 WATER MAIN
Furnish and install 8" PVC C-900 CL-200 water main.
PAYMENT
The unit price bid per linear foot for 8"PVC C-900 CL-200 water main shall include all labor, materials,
tools,equipment necessary to construct the work,and no additional compensation will be made therefore.
BID ITEM W-4— CONSTRUCT THRUST BLOCK
Construct thrust block per City Standard Plan No. W 14.
PAYMENT
The unit price bid per each for thrust block shall include all labor,materials,tools,equipment necessary to
construct the work, and no additional compensation will be made therefore.
DS-8
BID ITEM W-5 —CONSTRUCT 45°. 22.5°, OR 11.250 BEND
Construct 45°, 22.5°, or 11.250 bend in water main per plan.
PAYMENT
The unit price bid per each for water main bend shall include all labor, materials, tools, equipment
necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM W-6—FURNISH AND INSTALL AIR&VACUUM RELIEF VALVE ASSEMBLY
Furnish and install air&vacuum relief valve assembly per City Standard No. W-16.
PAYMENT
The unit price bid per each for air&vacuum relief valve assembly shall include all labor,materials,tools,
equipment necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM W-7—CONSTRUCT HOT TAP CONNECTION
Construct hot tap connection per City Standard No. W-22.
PAYMENT
The unit price bid per each for hot tap connection shall include all labor, materials, tools, equipment
necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM W-8 —FURNISH AND INSTALL 2.50 HIGH DEFLECTION COUPLING
Furnish and install 2.5°high deflection coupling at locations shown on plan.
PAYMENT
The unit price bid per each for 2.5°high deflection coupling shall include all labor, materials, tools,
equipment necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM W-9—FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY
Furnish and install fire hydrant assembly per City Standard No. W-6.
PAYMENT
DS-9
0
The unit price bid per each for fire hydrant assembly shall include all labor, materials, tools, equipment
necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM W-10—FURNISH AND INSTALL 8" GATE VALVE AND VALVE BOX ASSEMBLY
Furnish and install 8" gate valve and valve box assembly per City Standard No. W-13.
PAYMENT
The unit price bid per each for 8" gate valve and valve box assembly shall include all labor, materials,
tools,equipment necessary to construct the work,and no additional compensation will be made therefore.
BID ITEM CW-1 I—FURNISH AND INSTALL I"DOMESTIC WATER SERVICE WITH I"METER&
BOX
Furnish and install F domestic water service with 1"meter & box per City Standard No. W-1.
PAYMENT
The unit price bid per each for 1" domestic water service with 1" meter & box shall include all labor,
materials,tools,equipment necessary to construct the work,and no additional compensation will be made
therefore.
DS-10
STREET IMPROVEMENTS
BID ITEM ST-1 —SAWCUT AND REMOVE EXISTING A.C. PAVEMENT
The work for this item shall consist of sawcutting and removal of existing asphalt concrete paving as
indicated on the plans and these specifications.
PAYMENT
The contract unit price per cubic yard 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 ST-2—SAWCUT AND REMOVE EXISTING CONCRETE DRIVEWAY
The work for this item shall consist of sawcutting and removal of existing concrete driveway as indicated
on the plans and these specifications.
PAYMENT
The contract unit price per cubic yard 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 ST-3 —CONSTRUCT 4" A.C.
The work for this item shall include the furnishing and placing of asphalt concrete as indicated on the plans
and these specifications. The workmanship and materials necessary to complete the work as required shall
conform to Section 302-5 of the Standard Specifications.
PAYMENT
The unit price bid per ton for asphalt concrete shall include all labor,materials,tools, equipment, and all
incidentals for accomplishing the work as specified herein including cold planning, and no additional
compensation will be allowed therefore.
BID ITEM ST-4—CONSTRUCT 5" A.B.
Crushed Aggregate Base shall conform to provisions of Section 200 and 211 of the Standard Specifications
and shall be constructed in accordance with Section 301 of the Standard Specifications.
PAYMENT
The unit price bid per cubic yard for crushed aggregate base shall include all labor, materials, tools,
DS-11
equipment necessary to construct all the work involved in placing and compaction of aggregate base,and
no additional compensation will be allowed therefore.
BID ITEM ST-5 —FURNISH AND INSTALL PRECAST CONCRETE WHEELSTOP
Furnish and install precast concrete wheelstop at locations shown on the plans.
PAYMENT
The unit price bid per each for precast concrete wheelstop shall include all labor, materials, tools,
equipment necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM ST-6—PAINT 4" WHITE STRIP
The Contractor shall furnish and apply traffic stripes and pavement markings shown on the plans or where
directed by the Engineer. Placement of striping and markings shall conform to the requirements of Section
84-1 and 84-3 of the Caltrans Standard Specifications and these Special Provisions.
Two applications of paint shall be made for all striping and markings. A minimum of seven(7)days but
no more than fourteen(14)days shall be provided between first and second coats. Striping/marking shall
be cat-tracked and approved by City Engineer prior to installation of first coat.
Water"Bourne"paint shall not be used.
PAYMENT
The unit price bid per linear foot for paint 4"white strip shall include all labor,materials,tools,equipment
necessary to construct the work,and no additional compensation will be made therefore.
BID ITEM ST-7—CONSTRUCT 5"THICK CONCRETE DRIVEWAY WITH NO. 3 BARS @ 24"O.C.
Construct 5"thick concrete driveway with No. 3 bars at 24" on center in accordance to the soils report.
PAYMENT
The unit price bid per square foot for 5"thick concrete driveway with No. 3 bars at 24" on center shall
include all labor, materials, tools, equipment necessary to construct the work, and no additional
compensation will be made therefore.
BID ITEM ST-8 —FURNISH AND INSTALL NDS DURA CHANNEL DRAIN AND GRATE
DS-12
Furnish and install NDS Dura Channel drain and grate per manufacturer's specifications and
recommendations.
PAYMENT
The unit price bid per linear foot for NDS Dura channel drain and grate shall include all labor,materials,
tools,equipment necessary to construct the work,and no additional compensation will be made therefore.
BID ITEM ST-9 — REMOVE EXISTING SPEED BUMP AND RECONSTRUCT AT DIFFERENT
LOCATION
Remove the existing speed bump in conflict with the proposed entry street to the project site and construct
speed bump of equal dimensions immediately east of the street intersection and/or as directed by the City
Traffic Engineer.
PAYMENT
The unit price bid per square foot for the removal and reconstruction of the existing speed bump shall
include all labor, materials, tools, equipment necessary to construct the work, and no additional
compensation will be made therefore.
DS-13
PRECISE GRADING
BID ITEM PG-1 —CONSTRUCT 4" A.C. FOR DRIVEWAY PAVING
The work for this item shall include the furnishing and placing of asphalt concrete as indicated on the plans
and these specifications. The workmanship and materials necessary to complete the work as required shall
conform to Section 302-5 of the Standard Specifications.
PAYMENT
The unit price bid per ton for asphalt concrete shall include all labor, materials, tools, equipment, and all
incidentals for accomplishing the work as specified herein including cold planning, and no additional
compensation will be allowed therefore.
BID ITEM PG-2—CONSTRUCT 5"A.B. FOR DRIVEWAY PAVING
Crushed Aggregate Base shall conform to provisions of Section 200 and 211 of the Standard Specifications
and shall be constructed in accordance with Section 301 of the Standard Specifications.
PAYMENT
The unit price bid per cubic yard for crushed aggregate base shall include all labor, materials, tools,
equipment necessary to construct all the work involved in placing and compaction of aggregate base, and
no additional compensation will be allowed therefore.
Connector pipe shall be constructed in accordance with APWA Standard Plan No. 300-2.
BID ITEM PG-3 —CONSTRUCT DRY WELL
Construct dry well per plan detail.
PAYMENT
The unit price bid per each for dry well shall include all labor, materials, tools, equipment necessary to
construct the work, and no additional compensation will be made therefore.
BID ITEM PG-4—FURNISH AND INSTALL ECORAIN SYSTEMS RAINTANKS
Furnish and install EcoRain Systems raintanks per manufacturer's recommendations.
PAYMENT
DS-14
The unit price bid per square foot for EcoRain Systems raintanks shall include all labor,materials,tools,
equipment necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM PG-5 —FURNISH AND INSTALL 36" RCP
Furnish and install 36" RCP per section"X-X" on sheet 2 of the precise grading plan.
PAYMENT
The unit price bid per linear foot for 36"RCP shall include all labor,materials,tools,equipment necessary
to construct the work, and no additional compensation will be made therefore.
BID ITEM PG-6—CONSTRUCT 10' WIDE DIRT EQUESTRIAN TRAIL
Construct 10' wide dirt equestrian trail per landscape plans.
PAYMENT
The unit price bid per square foot for dirt equestrian trail shall include all labor,materials,tools,equipment
necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM PG-7-CONSTRUCT 4"PERFORATED PVC PIPE BIORETENTION SWALE SUBDRAIN
Construct 4"perforated PVC pipe Bioretention swale subdrain per detail on sheet 2 of the precise grading
plans.
PAYMENT
The unit price bid per linear foot for Bioretention swale subdrain shall include all labor,materials,tools,
equipment necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM PG-8 —CONSTRUCT HEADWALL, PIPE INLET, AND CONCRETE PAD
Construct headwall,pipe inlet,and concrete pad per CalTrans Standard Plan D89(modified)per detail on
sheet 2 of the precise grading plan.
PAYMENT
The lump sum bid for headwall, pipe inlet, and concrete pad shall include all labor, materials, tools,
equipment necessary to construct the work, and no additional compensation will be made therefore.
DS-15
BID ITEM PG-9—INSTALL TRASH RACK
Install trash rack per APWA Standard Plan No, 361-1.
PAYMENT
The unit price bid per each for trash rack shall include all labor, materials,tools, equipment necessary to
construct the work, and no additional compensation will be made therefore.
BID ITEM PG-10—FURNISH AND INSTALL 12" ATRIUM GRATE
Furnish and install 12" atrium grate (NDS 1280)per plan.
PAYMENT
The unit price bid each 12" atrium grate shall include all labor, materials, tools, equipment necessary to
construct the work, and no additional compensation will be made therefore.
BID ITEM PG-1 I —CONSTRUCT JUNCTION STRUCTURE WITH PRESSURE MANHOLE SHAFT
Construct junction structure with pressure manhole shaft and pressure plate detail without reducer per
APWA Standard Plan No. 321-1& 329-1.
PAYMENT
The unit price bid per each for storm junction structure shall include all labor,materials,tools,equipment
necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM PG-12—FURNISH AND INSTALL 4" PERFORATED PVC SUBDRAIN PIPE
Furnish and install 4"perforated PVC subdrain pipe per plan.
PAYMENT
The unit price bid per linear foot for 4" perforated PVC subdrain pipe shall include all labor,materials,
tools,equipment necessary to construct the work,and no additional compensation will be made therefore.
BID ITEM PG-13 —FURNISH AND INSTALL 4" PVC DRAIN PIPE
Furnish and install 4" PVC drain pipe per plan.
DS-16
PAYMENT
The unit price bid per linear foot for 4"PVC drain pipe shall include all labor,materials,tools,equipment
necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM PG-14—FURNISH AND INSTALL 6" PVC DRAIN PIPE
Furnish and install 6"PVC drain pipe per plan.
PAYMENT
The unit price bid per linear foot for 6"PVC drain pipe shall include all labor,materials,tools,equipment
necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM PG-15 —FURNISH AND INSTALL 8" PVC DRAIN PIPE
Furnish and install 8"PVC drain pipe per plan.
PAYMENT
The unit price bid per linear foot for 8"PVC drain pipe shall include all labor,materials,tools,equipment
necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM PG-16—FURNISH AND INSTALL 10" PVC DRAIN PIPE
Furnish and install 10"PVC drain pipe per plan.
PAYMENT
The unit price bid per linear foot for 10"PVC drain pipe shall include all labor,materials,tools,equipment
necessary to construct the work, and no additional compensation will be made therefore.
BID ITEM PG-17 —FURNISH AND INSTALL BOLLARD
Furnish and install bollard guard post at locations per plan.
PAYMENT
The unit price bid per each for bollard guard post shall include all labor, materials, tools, equipment
necessary to construct the work, and no additional compensation will be made therefore.
DS-17
BUILDING
BID ITEM B-1—CONSTRUCT RAISED CONCRETE FOUNDATIONS FOR ALL NC-01 HOMES
The work for this item shall consist of forming,pouring and finishing the concrete foundations for
the seven two-bedroom (NC-01) manufactured homes, per the recommendations by Silvercrest
Homes and the Geosoils Engineer.
PAYMENT
The unit price bid per square foot 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 B-2—CONSTRUCT RAISED CONCRETE FOUNDATIONS FOR 3-NC-11047 HOMES
The work for this item shall consist of forming,pouring and finishing the concrete foundations for
the three one-bedroom (NC-11047)manufactured homes, per the recommendations by Silvercrest
Homes and the Geosoils Engineer.
PAYMENT
The unit price bid per square foot 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 B-3 —FURNISH AND INSTALL ON FOUNDATIONS 7-NC-01 SILVERCREST
MANUFACTURED HOMES
The work for this item shall consist of furnishing and having installed on the concrete foundations
the seven two-bedroom (NC-01) manufactured homes as specified in the Architecture plans.
PAYMENT
The unit price bid per each 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 B-4—FURNISH AND INSTALL ON FOUNDATIONS 3-NC-11047 SILVERCREST MFD.
HOMES
The work for this item shall consist of furnishing and having installed on the concrete foundations
the three one-bedroom (NC-11047) manufactured homes as specified in the Architecture plans.
PAYMENT
The unit price bid per each 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-18
BID ITEM B-5—CONSTRUCT COVERED FRONT PORCHES, DECKS, RAILINGS AND RAMPS
The work for this item shall consist of constructing covered front porches,decks,railings and ramps
at the three one bedroom (NC-11047) manufactured homes as specified in details on sheets A-6
through A-9 of the Architecture plans.
PAYMENT
The unit price bid per each 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 B-6—CONSTRUCT CARPORTS WITH STORAGE CABINETS
The work for this item shall consist of constructing ten carports,each with storage cabinets, for all
manufactured homes per details on sheets A-4 and A-5 of the Architecture plans.
PAYMENT
The unit price bid per each 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 B-7—FURNISH AND INSTALL CONCRETE WHEEL STOPS IN ALL CARPORTS
The work for this item shall consist of furnishing and installing concrete wheel stops in the ten
carports per detail b/A-5 of the Architecture plans.
PAYMENT
The unit price bid per each 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 B-8—CONSTRUCT CONCRETE PADS FOR PICNIC TABLES
The work for this item shall consist of forming,pouring and finishing two (2)concrete pads for the
picnic tables, as detailed in the landscape plans.
PAYMENT
The unit price bid per square foot 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 B-9—SUPPLY AND INSTALL TWO 8' LONG PICNIC TABLES
The work for this item shall consist of furnishing and installing two(2)picnic tables,as specified in
detail k/L-3 of the landscape plans.
DS-19
PAYMENT
The unit price bid per each 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 B-10—SUPPLY AND INSTALL TWO TRASH RECEPTACLES
The work for this item shall consist of furnishing and installing two(2)trash receptacles,as specified
in detail k/L-3 of the landscape plans.
PAYMENT
The unit price bid per each 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 B-11 —FURNISH AND INSTALL DOG VALET PET WASTE STATION
The work for this item shall consist of furnishing and installing one Dog Valet Pet Waste Station
with concrete footing per manufacturer's recommendations and specified in the Amenity Schedule of
the landscape plans.
PAYMENT
The unit 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 B-12—CONSTRUCT CONCRETE AND STONE ENTRY PILASTERS
The work for this item shall consist of constructing two(2)low masonry and stone pilasters specified
in detail i/L-3 of the landscape plans.
PAYMENT
The unit price bid per each 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 B-13—FABRICATE AND INSTALL ONE STREET LIGHT
The work for this item shall consist of fabricating the street light specified in detail d/L-5 of the
landscape plans.
DS-20
PAYMENT
The unit 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 B-14 — CONSTRUCT CONCRETE PAD AND FOOTING FOR MAIL BOX AND
PEDESTAL
The work for this item shall consist of forming, pouring and finishing one (1) concrete pad and
footing for the mail box and pedestal per detail h/L-3 on the landscape plans.
PAYMENT
The unit price bid per square foot 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 B-15—FURNISH AND INSTALL 12 UNIT TYPE 11 CLUSTER MAILBOX ON PEDESTAL
The work for this item shall consist of furnishing and installing one(1) 12 Unit, Type 11, Cluster
Mailbox specified in detail h/L-3 of the landscape plans.
PAYMENT
The unit 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 B-16—CONSTRUCT CONCRETE AND STONE BRIDGE
The work for this item shall consist of constructing the concrete and stone bridge with drainage pipe
per detail c/L-4 of the Landscape plans.
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 B-17 — CONSTRUCT CONCRETE SIDEWALKS WITH RAISED STOOPS AT ALL
HOMES
The work for this item shall consist of forming, pouring and finishing the concrete sidewalks and
raised stoops at all homes, per the construction plan and detail b/L-5 of the Landscape plans.
PAYMENT
DS-21
The unit price bid per square foot 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 B-18—CONSTRUCT 4' HIGH WOOD FENCE ENCLOSURES AT ALL HOMES
The work for this item shall consist of locating the enclosure areas at all homes per the construction
plan, building the low fencing per detail c&d/L-5 of the Landscape plans including posts and
footings at all changes in direction and at intermediate locations approximately 8' on center.
PAYMENT
The unit price bid per linear foot 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 B-19— CONSTRUCT CONCRETE STEPS IN WALKS AS INDICATED
The work for this item shall consist of constructing six hundred and eighty (680) linear feet of
equestrian fence per detail a/L-5 of the landscape plans.
PAYMENT
The unit price bid per linear foot 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-22
DOMESTIC WATER IRRIGATION
BID ITEM DI-1 —FURNISH AND INSTALL CONNECTION TO 1-1/2" WATER METER
The work for this item shall consist of furnishing and installing one connection to the one and one
half inch(1-1/2") water meter for an irrigation point of connection per the Irrigation plans.
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 DI-2—FURNISH AND INSTALL 2" BRASS GATE VALVE
The work for this item shall consist of furnishing and installing five(5)2'Brass Gate Valves per the
Irrigation plans.
PAYMENT
The unit price bid per each 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 DI-3 — FURNISH AND INSTALL 1-1/2" REDUCED PRESSURE BACKFLOW
PREVENTER
The work for this item shall consist of furnishing and installing a one and one half inch (1-1/2")
Reduced Pressure Backflow Preventer with a Wye Strainer per the Irrigation plans.
PAYMENT
The unit price bid per each 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 DI-4—FURNISH AND INSTALL BACKFLOW ENCLOSURE
The work for this item shall consist of famishing and installing a stainless steel, vandal resistant
backflow enclosure per the Irrigation plans.
PAYMENT
The unit price bid per each 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.
BIT ITEM DI-5 — SUPPLY AND INSTALL BOOSTER PUMP WITH ELECTICAL CONNECTION
DS-23
The work for this item shall consist of supplying and installing a booster pump with electrical connection
per the Irrigation plans.
PAYMENT
The unit price bid per each 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 DI-6—SUPPLY AND INSTALL 2"PLASTIC PRESSURE REDUCING MASTER VALVE
The work for this item shall consist of furnishing and installing a two inch (2") plastic pressure
reducing Master Valve per the Irrigation plans.
PAYMENT
The unit price bid per each 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 DI-7—FURNISH AND INSTALL 1-1/4" PLASTIC FLOW SENSOR
The work for this item shall consist of furnishing and installing a one and one quarter inch(1-1/4")
plastic flow sensor per the Irrigation plans.
PAYMENT
The unit price bid per each 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 DI-8 —FURNISH AND INSTALL 3/4" BRASS QUICK COUPLERS
The work for this item shall consist of furnishing and installing five (5) three quarter inch (3/4")
Brass Quick Couplers per the Irrigation plans.
PAYMENT
The unit price bid per each 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 DI-9 —FURNISH AND INSTALL I" AUTOMATIC CONTROL VALVES
The work for this item shall consist of furnishing and installing four (4) one inch (1") plastic
Automatic Control Valves per the Irrigation plans.
DS-24
PAYMENT
The unit price bid per each 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 DI-10—FURNISH AND INSTALL 1-1/2" AUTOMATIC CONTROL VALVES
The work for this item shall consist of furnishing and installing four (4) one and one half inch(I-
1/2") plastic Automatic Control Valves per the Irrigation plans.
PAYMENT
The unit price bid per each 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 DI-11 —FURNISH AND INSTALL 120/240V AC POWER METER
The work for this item shall consist of furnishing and installing a 120/240V AC Power Meter for the
Irrigation Control Timer.
PAYMENT
The unit price bid per each 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 DI-12 —FURNISH AND INSTALL AUTOMATIC IRRIGATION CONTROLL TIMER
The work for this item shall consist of furnishing and installing an Automatic Irrigation Control
Timer in a stainless steel enclosure as specified on the Irrigation plans.
PAYMENT
The unit price bid per each 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 DI-13 —FURNISH AND INSTALL CONNECTION FROM METER TO TIMER
The work for this item shall consist of furnishing and installing a connection from the electrical
meter to the Automatic Irrigation Control Timer as specified on the Irrigation plans.
PAYMENT
The unit price bid per each 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-25
BID ITEM DI-14—FURNISH AND IN 2" MAINLINE AND FITTINGS
The work for this item shall consist of furnishing and installing six hundred and fifty(650)linear feet
of two inch(2") Schedule 40 PVC mainline and fittings as specified on the Irrigation plans.
PAYMENT
The unit price bid per linear foot 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 DI-15 —FURNISH AND INSTALL NON-PRESSURE LATERALS AND FITTINGS
The work for this item shall consist of furnishing and installing three thousand eight hundred(3,800)
linear feet of Schedule 40 PVC non-pressure, lateral piping and fittings per the Irrigation plans.
PAYMENT
The unit price bid per linear foot 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 DI-16—FURNISH AND INSTALL #14 AWG IRRIGATION CONTROL WIRE
The work for this item shall consist of furnishing and installing four thousand two hundred and fifty
(4,250)linear feet of#14 AWG irrigation control wire including lead wire, common wire and extra wires
per the Irrigation plans.
PAYMENT
The unit price bid per linear foot 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 DI-17 —FURNISH AND INSTALL RAINBIRD 1812 POP UP SPRAY HEADS
The work for this item shall consist of furnishing and installing two hundred and one(201)Rainbird
1812 SAM PRS 12" Pop up Spray Heads with MPR Nozzles per the Irrigation plans.
PAYMENT
The unit price bid per each 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 DI-18 —FURNISH AND INSTALL RAINBIRD 1804 POP UP STRIP BUBBLERS
The work for this item shall consist of furnishing and installing fifty-four(54)Rainbird 1804 SAM
DS-26
PRS 4"Pop up Strip Bubblers with PCS Screens per the Irrigation plans
PAYMENT
The unit price bid per each 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 DI-19 — FURNISH AND INSTALL RAINBIRD 1804 SAM PRS 4" POP UP STRIP
BUBBLERS WITH PCS SCREENS
The work for this item shall consist of furnishing and installing sixty-two(62)Rainbird 1804 SAM
PRS 4" pop up strip bubblers with PCS screens per the Irrigation plans.
PAYMENT
The unit price bid per each 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 DI-20 — FURNISH AND INSTALL RAINBIRD 1812.SAM PRS 12" POP UP SPRAY
HEADS WITH ROTARY NOZZLES
The work for this item shall consist of furnishing and installing eighteen(18)Rainbird 1812 SAM
PRS 12"Pop up Spray Heads with rotary Nozzles per the Irrigation plans.
PAYMENT
The unit price bid per each 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 DI-21 — FURNISH AND INSTALL RAINBIRD 1806 SAM PRS 6" POP UP 5H-B
BUBBLERS WITH PCS SCREENS
The work for this item shall consist of furnishing and installing fifty-four(54)Rainbird 1806 SAM
PRS 6" pop up 5H-B bubblers with PCS screens per the Irrigation plans.
PAYMENT
The unit price bid per each 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 DI-22 —FURNISH AND INSTALL 2" SCHEDULE 40 PVC SLEEVING
The work for this item shall consist of furnishing and installing three hundred(300)linear feet of 2"
schedule 40 PVC sleeving per the Irrigation plans.
DS-27
w j
PAYMENT
The unit price bid per linear foot 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 D1-23 —FURNISH AND INSTALL 3" SCHEDULE 40 PVC SLEEVING
The work for this item shall consist of furnishing and installing fifty(50) linear feet of 3"schedule
40 PVC sleeving per the Irrigation plans.
PAYMENT
The unit price bid per linear foot 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 DI-24—FURNISH AND INSTALL 4" SCHEDULE 40 PVC SLEEVING
The work for this item shall consist of furnishing and installing five hundred(500)linear feet of 4"
schedule 40 PVC sleeving per the Irrigation plans.
PAYMENT
The unit price bid per linear foot 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-28
FUTURE RECYCLED WATER IRRIGATION EOUIPEMENT
BID ITEM RI-1 —FURNISH AND INSTALL CONNECTION TO 1-1/2" WATER METER
The work for this item shall consist of furnishing and installing one connection to the one and one
half inch(1-1/2")water meter for an irrigation point of connection per the Irrigation plans.
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 RI-2 —FURNISH AND INSTALL 2" BRASS GATE VALVE
The work for this item shall consist of furnishing and installing eight(8)2"Brass Gate Valves per
the Irrigation plans.
PAYMENT
The unit price bid per each 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 RI-3 —FURNISH AND INSTALL 1-1/2" REDUCED PRESSURE BACKFLOW
PREVENTER
The work for this item shall consist of furnishing and installing a one and one half inch (1-1/2")
Reduced Pressure Backflow Preventer with a Wye Strainer per the Irrigation plans.
PAYMENT
The unit price bid per each 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 RI-4—FURNISH AND INSTALL BACKFLOW ENCLOSURE
The work for this item shall consist of furnishing and installing a stainless steel, vandal resistant
backflow enclosure per the Irrigation plans.
PAYMENT
The unit price bid per each 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 RI-5—FURNISH AND INSTALL 1-1/2"SCHEDULE 80 PVC BASKET STRAINER WITH
DS-29
80 MESH STAINLESS STEEL SCREEN
The work for this item shall consist of furnishing and installing a 1-1/2" schedule 80 PVC basket
strainer with 80 mesh stainless steel screen per the Irrigation plans.
PAYMENT
The unit price bid per each 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 RI-6—SUPPLY AND INSTALL BOOSTER PUMP WITH ELECTICAL CONNECTION
The work for this item shall consist of supplying and installing a booster pump with electrical connection
per the Irrigation plans.
PAYMENT
The unit price bid per each 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 RI-7—SUPPLY AND INSTALL 2"PLASTIC PRESSURE REDUCING MASTER VALVE
WITH PURPLE KNOBS
The work for this item shall consist of furnishing and installing a two inch (2") plastic pressure
reducing Master Valve with purple knobs per the Irrigation plans.
PAYMENT
The unit price bid per each 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 RI-8 —FURNISH AND INSTALL 1-1/4" PLASTIC FLOW SENSOR
The work for this item shall consist of furnishing and installing a one and one quarter inch(I-1/4")
plastic flow sensor per the Irrigation plans.
PAYMENT
The unit price bid per each 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 RI-9—FURNISH AND INSTALL 3/4" BRASS QUICK COUPLERS
The work for this item shall consist of furnishing and installing seven(7)three quarter inch (3/4")
Brass Quick Couplers per the Irrigation plans.
DS-30
PAYMENT
The unit price bid per each 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 RI-10—FURNISH AND INSTALL I" AUTOMATIC CONTROL VALVES
The work for this item shall consist of furnishing and installing fifteen (15) one inch (1") plastic
Automatic Control Valves per the Irrigation plans.
PAYMENT
The unit price bid per each 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 RI-11 — FURNISH AND INSTALL 1-1/2" AUTOMATIC CONTROL VALVES WITH
PURPLE VALVES
The work for this item shall consist of furnishing and installing one (1) one and one half inch (1-
1/2")plastic Automatic Control Valves with purple valves per the Irrigation plans.
PAYMENT
The unit price bid per each 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 RI-12 —FURNISH AND INSTALL 120/240V AC POWER METER
The work for this item shall consist of furnishing and installing a 120/240V AC Power Meter for the
Irrigation Control Timer.
PAYMENT
The unit price bid per each 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 RI-I3 —FURNISH AND INSTALL AUTOMATIC IRRIGATION CONTROL TIMER
The work for this item shall consist of furnishing and installing an Automatic Irrigation Control
Timer in a stainless steel enclosure as specified on the Irrigation plans.
PAYMENT
The unit price bid per each for this item shall include all labor, materials, tools and equipment
DS-31
necessary to carry out the work as specified and no additional compensation shall be made therefore.
BID ITEM RI-14—FURNISH AND INSTALL CONNECTION FROM METER TO TIMER
The work for this item shall consist of furnishing and installing a connection from the electrical
meter to the Automatic Irrigation Control Timer as specified on the Irrigation plans.
PAYMENT
The unit price bid per each 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 RI-15 — FURNISH AND INSTALL PURPLE 2" SCHEDULE 40 PVC MAINLINE AND
FITTINGS
The work for this item shall consist of furnishing and installing seven hundred (700) linear feet of
purple two inch (2") Schedule 40 PVC mainline and fittings as specified on the Irrigation plans.
PAYMENT
The unit price bid per linear foot 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 RI-16 — FURNISH AND INSTALL PURPLE SCHEDULE 40 PVC NON-PRESSURE
LATERALS AND FITTINGS
The work for this item shall consist of furnishing and installing four thousand five hundred and fifty
(4,550) linear feet of purple Schedule 40 PVC non-pressure, lateral piping and fittings per the
Irrigation plans.
PAYMENT
The unit price bid per linear foot 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 RI-17—FURNISH AND INSTALL PURPLE SCHEDULE 40(UVR)PVR NON-PRESSURE
LATERAL PIPING AND FITTINGS ON GRADE
The work for this item shall consist of furnishing and installing five hundred and seventy-five(575)
linear feet of purple Schedule 40 Ultraviolet resistant (UVR)PVC non-pressure, lateral piping and
fittings on grade per the Irrigation plans.
BID ITEM RI-18 —FURNISH AND INSTALL #14 AWG IRRIGATION CONTROL WIRE
DS-32
The work for this item shall consist of furnishing and installing six thousand two hundred(6,200) linear
feet of 414 AWG irrigation control wire including lead wire, common wire and extra wires per the
Irrigation plans.
PAYMENT
The unit price bid per linear foot 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 RI-19 — FURNISH AND INSTALL RAINBIRD 1812 SAM PRS NP 12"POP UP SPRAY
HEADS WITH MPR NOZZLES
The work for this item shall consist of furnishing and installing one hundred and thirty-one (13 1)
Rainbird 1812 SAM PRS 12" Pop up Spray Heads with MPR Nozzles per the Irrigation plans.
PAYMENT
The unit price bid per each 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 RI-20 — FURNISH AND INSTALL RAINBIRD PARS PRS SPRAY HEADS ON RISER
WITH CHECK VALVE AND MPR NOZZLES
The work for this item shall consist of furnishing and installing twenty-two(22)Rainbird PASS PRS
spray heads on riser with check valve and MPR nozzles per the Irrigation plans
PAYMENT
The unit price bid per each 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 RI-21 — FURNISH AND INSTALL RAINBIRD 1804 SAM PRS 4" POP UP STRIP
BUBBLERS WITH PCS SCREENS
The work for this item shall consist of furnishing and installing two(2)Rainbird 1804 SAM PRS 4"
pop up strip bubblers with PCS screens per the Irrigation plans.
PAYMENT
The unit price.bid per each 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 RI-22 — FURNISH AND INSTALL RAINBIRD 1812 SAM PRS 12" POP UP SPRAY
HEADS WITH ROTARY NOZZLES
DS-33
The work for this item shall consist of furnishing and installing twenty-nine (29) Rainbird 1812
SAM PRS 12" Pop up Spray Heads with rotary Nozzles per the Irrigation plans.
PAYMENT
The unit price bid per each 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 RI-23 —FURNISH AND INSTALL RAINBIRD 5012 PL-R-SAM NP 12"POP UP ROTOR
HEADS WITH MPR NOZZLES
The work for this item shall consist of furnishing and installing twenty-three(23)Rainbird 5012 PL-
R-SAM NP 12" pop up rotor heads with MPR nozzles per the Irrigation plans.
PAYMENT
The unit price bid per each 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 RI-24 — FURNISH AND INSTALL RAINBIRD PARS PRS SPRAY HEADS ON RISER
WITH CHECK VALVE AND ROTARY NOZZLES
The work for this item shall consist of furnishing and installing nineteen (19)Rainbird PASS PRS spray
heads on riser with check valve and rotary nozzles per the Irrigation plans.
PAYMENT
The unit price bid per each 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 RI-25 —FURNISH AND INSTALL RAINBIRD 50005-PL-R ROTOR HEADS ON RISER
WITH CHECK VALVE AND MPR NOZZLES
The work for this item shall consist of furnishing and installing seven(7)Rainbird 5000S-PL-R rotor
heads on riser with check valve and MPR nozzles per the Irrigation plans.
PAYMENT
The unit price bid per each 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 RI-26 — FURNISH AND INSTALL RAINBIRD 1806 SAM PRS NP 6" POP UP 5H-B
BUBBLERS WITH PCS SCREENS
DS-34
The work for this item shall consist of furnishing and installing one hundred and eleven (I 11)
Rainbird 1806 SAM PRS NP 6"pop up 5H-B bubblers with PCS screens per the Irrigation plans.
PAYMENT
The unit price bid per each 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 RI-27—FURNISH AND INSTALL 2" SCHEDULE 40 PVC SLEEVING
The work for this item shall consist of furnishing and installing one hundred(100)linear feet of 2"
schedule 40 PVC sleeving per the Irrigation plans.
PAYMENT
The unit price bid per linear foot 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 RI-28—FURNISH AND INSTALL 4" SCHEDULE 40 PVC SLEEVING
The work for this item shall consist of furnishing and installing one hundred and seventy-five(175)
linear feet of 4" schedule 40 PVC sleeving per the Irrigation plans.
PAYMENT
The unit price bid per linear foot 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 RI-29—FURNISH AND INSTALL RECYCLED WATER SIGNS
The work for this item shall consist of furnishing and installing two(2)recycled water signs per the
Irrigation plans.
PAYMENT
The unit price bid per each 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-35
LANDSCAPING
BID ITEM L-I —REMOVE EXISTING WILLOW AND EUCALYPTUS TREES
The work for this item shall consist of the removal of all trees and roots not designated on the
landscape plans as `Protect in Place'.
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 L-2 — CLEAN. TRIM AND PRUNE EXISTING CLUSTER OF PEPPER TREES
The work for this item shall consist of the review and selective pruning and shaping of the central
cluster of Pepper trees by a certified arborist. The canopies of the trees are to be reduced at least to
the limits of construction so they will not immediately extend over the building footprints. The trees
are then to be `Protected in Place' by all methods described in Section 8 of the Special Provisions.
PAYMENT
The lump sum price for this item shall include all labor,materials,tools and equipment necessary to
carry out the work as specified in Section 8 and no additional compensation shall be made therefore.
BID ITEM L-3 —SOIL PREP AND FINE GRADE ALL LANDSCAPE AREAS
The work for this item shall consist of preparing and fine grading the soil in all landscape areas per
the Specifications found on sheet L-14 of the Landscape plans. Bid soil amendments per the Soil
Amendments note on sheet L-12 of the Landscape plans. Actual project soil amendments will be per
the Agronomic Soil Report,obtained by the contractor and reviewed with the Landscape Architect.
PAYMENT
The unit price bid per square foot 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 L-4 — WEED ABATEMENT IN ALL LANDSCAPE AREAS
The work for this item shall consist of removing all weeds from the site and performing the `grow
and kill' procedures per Weed Abatement section in the Specifications sheet on L-14 of the
Landscape plans.
PAYMENT
DS-36
The unit price bid per square foot for this item shall include all labor, materials, tools and equipment
necessary to cant'out the work as specified and no additional compensation shall be made therefore.
BID ITEM L-5 —FURNISH AND INSTALL 15 GALLON TREES
The work for this item shall consist of furnishing and installing ten(10) 15 gal. trees as shown on
the Tree and Ground Cover sheet. All trees are to be spotted by the Landscape Architect prior to
excavating any planting pits. All trees are to be planted and staked per the details on the Landscape
Plans.
PAYMENT
The unit price bid per each 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 L-6—FURNISH AND INSTALL 24"BOX TREES
The work for this item shall consist of furnishing and installing forty-five (45) 24" box trees as
shown on the Tree and Ground Cover sheet. All trees are to be spotted by the Landscape Architect
prior to excavating any planting pits. All trees are to be planted and staked per the details on the
Landscape Plans.
PAYMENT
The unit price bid per each 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 L-7—HYDROSEED BIOSWALE SEED MIX
Following the installation of the irrigation system and all weed abatement procedures,the work for
this item shall consist of furnishing and hydroseeding the Bioswale seed and slurry mix in areas
shown on the Tree and Ground Cover sheet of the Landscape plans.
PAYMENT
The unit price bid per square foot 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 L-8—HYDROSEED MEADOW SEED MIX
Following the installation of the irrigation system and all weed abatement procedures,the work for
this item shall consist of furnishing and hydroseeding the Meadow seed and slurry mix in areas
shown on the Tree and Ground Cover sheet of the Landscape plans.
DS-37
PAYMENT
The unit price bid per square foot 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 L-9—HYDROSEED LOW GROWING NATIVE SEED MIX
Following the installation of the irrigation system and all weed abatement procedures,the work for
this item shall consist of furnishing and hydroseeding the Low Growing Native seed and slurry mix
in areas shown on the Tree and Ground Cover sheet of the Landscape plans.
PAYMENT
The unit price bid per square foot 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 L-10—MULCH ALL LANDSCAPE AREAS
The work for this item shall follow all planting and consist of furnishing and installing a two inch
(2") deep layer of Bark Mulch in all landscape areas. Bark Mulch is to be approved by the City and
Landscape Architect.
PAYMENT
The unit price bid per square foot 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 L-11 —FURNISH AND INSTALL 1 GALLON SHRUBS
The work for this item shall consist of furnishing and installing four hundred eighteen(418) 1 gal.
shrubs as shown on the Shrub sheet. All shrub locations are to be approved by the Landscape
Architect prior to excavating any planting pits. All shrubs,which are mostly California natives,are
to be planted per the details on the Landscape Plans.
PAYMENT
The unit price bid per each 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 L-12 —FURNISH AND INSTALL 5 GALLON SHRUBS
The work for this item shall consist of furnishing and installing seven hundred sixty-two(762)5 gal.
shrubs as shown on the Shrub sheet. All shrub locations are to be approved by the Landscape
Architect prior to excavating any planting pits. All shrubs,which are mostly California natives,are
to be planted per the details on the Landscape Plans.
DS-38
PAYMENT
The unit price bid per each 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 L-13 —90-DAY LANDSCAPE MAINTENANCE
A. Contractor shall continuously maintain all areas included in the contract during progress of the work,
the maintenance period, and until final acceptance of the work.
B. If plantings are not acceptable at the end of the 90-day maintenance period for the entire work,due to
defective maintenance, the maintenance shall be continued by the contractor until all work meets the
specifications and can be approved.
C. Maintenance shall include continuous operations of watering, weeding, mowing, rolling, trimming,
edging, cultivating, fertilizing, spraying, insect and pest control, seeding, and/or other operations
necessary to assure good normal growth.
D. The entire project shall be maintained for a period of 90-days,commencing from the time all planting
work has been completed to the satisfaction of the City.
E. During the installation period and maintenance, the contractor shall be responsible for maintaining
adequate protection for all areas. Any damaged plantings shall be repaired at the contractor's expense.
F. At the termination of the maintenance period all plantings shall be live. Healthy,undamaged,and free
of infestations. Inferior planting shall be replaced and brought to a satisfactory condition before final
acceptance of the work will be made.
PAYMENT
The unit price per month for 90-day landscape maintenance shall include all labor, materials, tools,
equipment necessary to maintain all areas, and no additional compensation shall be made therefore.
BID ITEM L-14—FURNISH AND INSTALL 12"— 18" BOULDERS
The work for this item shall consist of furnishing and installing 36-12"-18"Boulders as specified in
detail b/L-4 and as graphically shown on the landscape plans.
PAYMENT
The unit price bid per each 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-39
BID ITEM L-15 —FURNISH AND INSTALL 57-9"— 12" COBBLES
The work for this item shall consist of furnishing and installing fifty-seven(57) 9"-12" Cobbles as
specified in detail b/L-4 on the landscape plans and as directed on-site by the Landscape Architect.
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 L-16—FURNISH AND INSTALL 123-6"—9" COBBLES
The work for this item shall consist of furnishing and installing one hundred twenty three(123)6"-9"
Cobbles as specified in detail b/L-4 on the landscape plans and as directed on-site by the Landscape
Architect.
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 L-17— CONSTRUCT 6" CONCRETE MOW CURB
The work for this item shall consist of forming,pouring and finishing the 6"concrete mow curb on
both sides of the DG path.
PAYMENT
The unit price bid per linear foot 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 L-18—CONSTRUCT AND INSTALL 3" THICK DECOMPOSED GRANITE(DG) PATH
The work for this item shall consist of installing 744 square feet of 3"thick colored and stabilized
DG path per the Paving Schedule on sheet L-2 of the Landscape plans.
PAYMENT
The unit price bid per square foot 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-40
BID ITEM L-19—FABRICATE AND INSTALL THREE WOOD PATH LIGHTS
The work for this item shall consist of fabricating and installing all wood path lights specified in
detail a/L-4 of the landscape plans.
PAYMENT
The unit price bid per each 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 L-20—CONSTRUCT CONCRETE STEPS IN WALKS AS INDICATED
The work for this item shall consist of forming, pouring and finishing the concrete steps per the
Paving Schedule on the construction plan and as indicated on the Grading Plans.
PAYMENT
The unit price bid per linear foot 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-41
0
ALTERNATE BID ITEMS
BID ITEM A-1 —CUT INTO EXISTING STEEL CASING AND SEWER LINE
Cut into existing 26"diameter 0.250" minimum thick steel casing& 15" PVC SDR-26 PVC sewer line.
The existing steel casing shall be cut prior to the proposed manhole shown on plan. The existing 15"PVC
sewer line shall be cut to length appropriate for connection to the proposed manhole shown on plan.
Restrained mechanical joint shall be used if pipe extension is required. Adjust location of existing support-
insulator to fit within cut casing as necessary and seal casing en per section 02315.
PAYMENT
The unit price bid per each for cut and connection of existing steel casing and sewer line shall include all
labor,materials,tools,equipment necessary to construct the work,and no additional compensation will be
made therefore.
BID ITEM A-2—ADDITIONAL PLANT MATERIAL ALLOWANCE - 24" BOX TREES
This item shall consist of an allowance for installing three(3)additional 24"box trees as needed and
by the direction of the landscape architect.
PAYMENT
The unit price bid per each 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 A-3 —ADDITIONAL PLANT MATERIAL ALLOWANCE— 5 GALLON SHRUBS
This item shall consist of an allowance for installing ten (10) additional 5 gallon shrubs as needed
and by the direction of the landscape architect.
PAYMENT
The unit price bid per each 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 A-4—ADDITIONAL PLANT MATERIAL ALLOWANCE— 1 GALLON SHRUBS
This item shall consist of an allowance for installing thirty(30)additional 1 gallon shrubs as needed
and by the direction of the landscape architect.
PAYMENT
The unit price bid per each 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-42