3466I
f
' NOTES
With proper validation
this form constitutes an
encroachment permit
A
CITY OF LAB QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sev0ers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
DATE: 5/30/01
Subdivision Improvement Permit — Class I I I
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION 80-955 Ave 52, C.C. Maint. Facility La Quinta, CA 92253
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Park.inA Lot
DESCRIPTION OF CONSTRUCTION
Curb & Gutter.
Paving & Gradiu%t
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN AS A00n AFC
permitted
APPROXIMATE TIME OF COMPLETION two months
EST�,MATED CONSTRUCTION COST $ 153,764.80
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
Sketch (attach construction plans if appropriate)
SEE ATTACHED SPECIAL CONDITIONS
M1.
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend, and save the City, its authorized agents, officers, representatives and%A ployees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out of any ccident, loss or damage to persons or property
� happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work.
Signature of Applicant or Agent
Autumn Sims 81-100 Ave 53, La Guinta 760-391--5200
Name of Applicant (please print) Business Address Telephone No.
Rancho Capistrano Dev. , Corp. 81-100 Ave. 53 760-391-5200
Name of Contractor and Job Foreman Business Address Telephone No.
597975
Contractor's License No.
City Business
Applicant's Insurance Company Policy Nut I —"—III
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee
Permit Fee —•
Penalty
Cash Deposit -Surety Bond
' if required
TOTAL:
Receipt No.
$ 4512.95
100
$ 4.612.95
Received by Date
Recorded by
JUN - 5 2001
CITY OF LA OUINTA
FINANCE OEPT
PERMIT VALIDATION
PERMIT.NO. '3466
DATE APPROVED 6/4/01
EXPIRATION DATE
9/30/01
DATE ISSUED 6/5/0111
i
By .�� .�✓1
r Administf:aIive Authority
Telephone: (760) 777-7075
0
------------------------------------
1S
NOTE:
With proper validation
this form constitutes an
encroachment permit
CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT).
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
DATE
LOCATION OF CONSTRUCTION
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION - QJ9hX''I
Subdivision Improvement Permit — Class I I I
Minor Improvement Permit Class IV
DESCRIPTION OF CONSTRUCTION LUSZ,%'t-GVE CsiL- ;2►wlhic'-1
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 5
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ 5
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
Sketch (attach construction plans if appropriate)
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or .property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as'the result of this work.
Signature of Applicant or Agent
-2(00- �200
Name of Applicant (please print) Business Address Telephone No.
aYLt��nC C�ra,�1-✓i��,a �J ��Y�l - 1�U AvL
Name of.Contractor hnd Job Foreman Business Address Telephone No.
�cj__� q-16;�5
Contractor's License No. City Business License No.
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3%of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No
Received by Date
Recorded by
PERMIT VsAILI/DATION
PERMIT NO.01
` v
DATE APPROVED a
EXPIRATION DATE I 4 O/
DATE ISSUED �ZSJXO
By
Administrative Authority
Telephone: (760) 777-7 75
0
m
SPECIAL CONDITIONS --PERMIT NO. 3466
--- Country Club of the Desert/Archuleta Co./Granite Co.. ---
In addition to the standard permit conditions, the following shall apply: .
Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § I (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For
Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. Country Club of the Desert/Archuleta Co./Granite Co.., hereinafter referred to as "Permittee", shall
be responsible for providing continuous dust and erosion control.
Streets shall be kept clean. They shall be completely cleaned at the end of each working day and
more frequently if required.
4. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout
the work site, the Permittee shall comply with City regulated work hours. Operation and
maintenance of equipment within one-half mile of human occupancy shall be performed only
during the following time periods:
October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1 st to September 30: Monday -Friday 6:00 a.m to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
5. Work performed within 500 feet of a signalized intersection is restricted between the hours of
9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee
shall contact the Riverside Country Traffic Signal Maintenance Department at (909) 955-6894 if
signal operation at the intersection is to be altered in any way.
6. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
Permittee shall assume responsibility for repair of any pavement damage to any public or private
street and for any damage to other City streets or facilities as a result of work performed under this
permit.
7. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
advance warning signs and traffic control shall be installed and maintained in accordance with Cal
Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control
plan, if required, shall be prepared in accordance with the WATCH Manual and submitted to the City
for review and approval one (1) week prior to starting any construction. It shall be the Permittee's
responsibility to appropriately detour and barricade all construction sites.
8. Coordinate Work: The proposed work shall be subordinated to any operations which the State of
California or the City of La Quinta may conduct in this area during the period of this permit.
Special Conditions - Permit No: 3466 Page I of 5
SPECIAL CONDITIONS --PERMIT NO. 3466
--- Country Club of the Desert/Archuleta Co./Granite Co.. ---
9. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § I (part), 1982),
street closures shall not be permitted. A minimum of two travel lane of paved surface shall be
maintained at all times.
10. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated
excavation which impact City facilities, including but not limited to traffic signal conduits and loops,
.irrigation lines, electrical conduits, and storm drain facilities.
11. Should additional work, materials, or modifications of the work be required in order to meet City
standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall
be performed by the Pen~nittee as directed by and to the satisfaction of the City Engineer at no cost
to the City of La Quinta.
12. Installation of service lines, conduits or sleeves maybe by the "Trenching Method".
13. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest
edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise
specified herein.
Native material may be used as backfill material provided that minimum compaction, achieved in
the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no
water densified compaction via jetting or flooding or other means shall be allowed. It shall be the
Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection,
onsite, at all times during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material,
such material shall be removed to the limits directed by the Geotechnical Inspector and/or the
City Inspector and the resulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to or maintained at'an appropriate moisture content for
compaction. The appropriate moisture content range shall be established at the onset of the
project and ensured prior to use of the materials through progress testing on the stockpiles.
C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be tested at random depths at approximate three-foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the
depth of lift that can be compacted.
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall
be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
Special Conditions - Permit No. 3466 Page 2 of 5
SPECIAL CONDITIONS --PERMIT NO. 3466
--- Country Club of the Desert/Archuleta Co./Granite Co.. ---
completion of this portion of trench, the City Inspector shall establish the maximum lift
thickness to be compacted for the remainder of the project.
E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift
of backfill, per 300 linear feet of open trench, at randomly selected locations within the open
length of trench.
F. The depth of the randomly selected compaction tests shall also be randomly selected except
that where multiple tests are required in a given length of trench, the tests shall be no closer
than three feet (vertically) from each other.
G. If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all
test results shall be furnished to the City Inspector.
14. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if
within the existing travel way, at the end of every workday as directed by and to the satisfaction of
the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed
that which can not be backfilled in the same day. Excavated trenches shall not be allowed open
overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet
in length, open overnight at a point where construction will begin the next day, provided that this
length of trench is completely covered by steel plating.
15. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to
its original condition.
16. Access and egress to all local properties shall be maintained at all times.
17. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the
completion of the work. Permanent pavement replacement shall conform to the following
conditions:
A. - Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges
shall be straight and clean.
B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker
than existing of asphalt concrete over the same existing thickness of crushed aggregate base
or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of
the Standard Specifications for Public Works Construction. The replaced pavement and base
material shall be compacted to 95% relative compaction and respectively tested, for each 300
Special Conditions - Permit No. 3466 Page 3 of 5
SPECIAL CONDITIONS --PERMIT NO. 3466
--- Country Club of the Desert/Archuleta Co./Granite Co.. ---
linear feet of trench. Verify exact structural replacement sectiori thicknesses with the City
prior to installation.
C. Permanent pavement replacement shall be installed using a City approved'/4" max medium
asphalt concrete as the base course lift and a City approved'/z" max medium finish course lift
for capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during
the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth
of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -
milled area and base asphalt concrete in the trench area shall be overlaid with a City approved
C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows:
For longitudinal trenches located in a parking lane: two (2) feet outside the sawcut
removal lines.
For longitudinal trenches located in a traffic lane: two (2) feet outside the sawcut
removal lines, or to the lane line striping, whichever is greater.
• For transverse trenches across existing street: two (2) feet outside the sawcut removal
lines.
E. If grinding and capping operations . are not performed in the same day as base paving
operations, the base course lift of/4" max medium asphalt concrete shall be installed from
saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of
paving shall not be left 0.10' low in anticipation of grinding and capping.
F. Any existing lane striping affected by this resurfacing shall be replaced in kind by the
Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal
loops shall be removed and replaced in kind. The finished pavement surface shall be smooth,
consistent, and shall conform to the surrounding grades.
18. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work
performed under this pen -nit with an approved dust control treatment. Soil stabilization shall be done
immediately after completing the operation.
19. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City
has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets
not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a
restricted street if making a delivery or pickup on the subject street, or if this permit specifically
grants permission to use the street to deliver street construction materials and/or equipment.
20. This permit allows for the instal lation/placement of Curb & gutter, grading & A/C paving of the
Country Club of the Desert Maintenance Facility at 80-955 Ave 52, per the approved precise grading
plans.
Special Conditions - Permit No. 3466 Page 4 of 5
SPECIAL CONDITIONS --PERMIT NO. 3466
--- Country Club of the Desert/Archuleta Co./Granite Co.. ---
21. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
Special Conditions - Permit No. 3466 Page 5 of 5
EXHIBIT "B" RANCHO CAPISTRANO DEV. CORP.
PROJECT: CONTRACT AGREEMENT
COUNTRY CLUB OF THE DESERT DATE: 5/11/01
MAINTENANCE BUILDING
TRADE: CURB, GUTTER, AND FLATWORK
SUBCONTRACTOR:
ARCHULETA CONCRETE
TOTAL CONTRACT PRICE:
$ 51,307.00
PAYMENT SCHEDULE:
95% Progressive
5% Retention
(**10% Retention is to be held per invoice, through the fast 50% of contract value.)
There will be no payments made by Contractor to Subcontractor until a Workman's
Compensation and General Liability certificate has been submitted We also need a
copy of your Contractor's License Renewal Card prior to payment. We must be
named as the additionally insured on your General Liability insurance policy.
2. We must have a notarized labor release and material release before we will pay an
invoice.
INVOICES WILL BE PAID ON THE FIRST OF EACH MONTH AFTER
RECEIPT, CONTINGENT UPON THE RECEIPT OF ALL
PAPERWORK FROM SUPPLIERS) INDICATING AMOUNT(S) DUE.
IF PAPERWORK IS NOT RECEIVED, A JOINT CHECK WILL BE
ISSUED FOR THE ENTIRE AMOUNT.
4. In the event a Subcontractor is found in the possession of or under the influence of
any alcohol or illegal substance while on the job premises, contract shall be
terminated immediately. Any expenses incurred by the Contractor as a result of such
termination shall be back charged to the Subcontractor accordingly.
5.. RETENTION AND CHANGE ORDERS MUST BE BILLED
SEPARATELY. RETENTION BILLING MUST BE ACCOMPANIED BY
A FINAL RELEASE WITH A ZERO (0) BALANCE.
SUBCONTRACTOR INITIALS: DATE:
COMPANY: Archuleta Concrete
EXHIBIT "A" . RANCHO CAPISTRANO DEV. CORP.
ARCHULETA CONSTRUCTION CONTRACT AGREEMENT
DATE: 5/11/01
SCOPE OF WORK
THE FOLLOWING ARE SPECIFIC INCLUSIONS, BUT NOT LIMITED TO:
NOTE:. Contractor may, without prejudice to any other remedy it may have, withhold funds pursuant to
Section 3 or make good such deficiencies and deduct the cost thereof plus 15% thereof from the payment then
or thereafter to Subcontractor's inability or refusal to prosecute or complete the work in the time provided in
the progress schedule shall, at the option of the Contractor, constitute sufficient grounds for the termination of
this agreement without any further notice, verbal or written; provided, however, Contractor shall have his
remedies here under for breach of this contract agreement.
Subcontractor shall furnish all labor, materials, and installations of all Curbs, Gutters, and Concrete
Flatwork work for the Country Club of the Desert Maintenance Building per plan specifications by
BBG Architects, dated 3/20/01 as follows:
INCLUSIONS:
ce (930) Lineal Feet of Construction type "A-6" curb & gutter with 18" gutter per
Riverside County standard 200. $9,300.00
ce (1339) Lineal Feet of 6" type D curb per Riverside standard 204. $10,377.25
m (28) Lineal Feet of Concrete channel per detail on sheet number 2. $672.00
ce (1710) square feet of 4" of sidewalk in natural grey with broom finish, and per
Riverside County standard 401. $3676.50
ca (1) Concrete slot 12"x8" D, for gate track. $600.00
ce (5004) square feet of 6" thick concrete slab with #4 rebar, 24" on center. $18,765.00
ce (2111) square feet of Storage Spaces $7,916.25
ca (23) Guard post footings only (steel pipes are not included) included
2. Any authorization for extra work required by the Contractor shall be made in writing prior to the
beginning of performance of such work. Any invoices showing an extra cost for material and/or
labor will not be eligible for payment without an attached copy of a properly executed document.
3. Subcontractor agrees to work on Saturdays at Contractor's request.
4. SPECIAL NOTE: This Subcontractor acknowledges and agrees that contract costs include allocated
time to provide a complete walk-thru inspection by Subcontractor's
Owner/Field/Foreman/Customer Service Foreman within three (3) days after completion of his
installations to insure his Scope of Work is correctly in place and of the highest quality of
workmanship. Discrepancies as noted by this walk —thruwill be listed and all items will be corrected
within 48 hours after discrepancies are discussed with Project Manager. Should discrepancies become
known at a later date, such as upon homeowner's move -in, Subcontractor agrees to remedy such
discrepancies within 48 hours. If Subcontractor fails to perform this operation, Contractor will take
appropriate actions, including back charges as generated for non-performance of this operation.
SUBCONTRACTOR INITIALS
COMPANY: Archuleta Concrete
DATE:
EXHIBIT "A" RANCHO CAPISTRANO DEV. CORP.
GRANITE CONSTRUCTION CONTRACT AGREEMENT
DATE: 5/7/01
SCOPE OF WORK
THE FOLLOWING ARE SPECIFIC INCLUSIONS, BUT NOT LIMITED TO:
NOTE: Contractor may, without prejudice to any other remedy it may have, withhold funds pursuant to
Section 3 or make good such deficiencies and deduct the cost thereof plus 15% thereof from the payment then
or thereafter to Subcontractor's inability or refusal to prosecute or complete the work in the time provided in
the progress schedule shall, at the option of the Contractor, constitute sufficient grounds for the ten-nination of
this agreement without any further notice, verbal or written; provided, however, Contractor shall have his
remedies here under for breach of this contract agreement.
1. Subcontractor shall furnish all labor, materials, and installations of all Asphalt Paving for the Country
Club of the Desert Maintenance Building per plan specifications by Pardue, Cornwell, and Associates,
Inc., dated 5/9/01 as follows:
INCLUSIONS:
go (28278) square feet of 2/12" A/C over 4" base @ $1.30 per square foot ..... ... ... ... ... . $36,761.40
yv (46926) square feet of 3" A/C over 4" base @ $1.40 per square foot ... ... ... ... ... ... ... . $65,696.40
EXCLUSIONS:
p Engineering, inspections, surveying, permit fees, soil testing and compaction tests, signage,
striping, sawcutting, fog seal, rebar in concrete, base under concrete, adjustment of utilities,
bollards, construction water costs, traffic control.
p Final billing to be based upon measurement of actual work performed at unit prices herein stated
p All work to be performed in one move.
yv Grade to be = /- 0.1' prior to start of Granite's worm.
2. Any authorization for extra work required by the Contractor shall be made in writing prior to the
beginning of performance of such work. Any invoices showing an extra cost for material and/or
labor will not be eligible for payment without an attached copy of a properly executed document.
3. Subcontractor agrees to worm on. Saturdays at Contractor's request.
4. SPECIAL NOTE: This Subcontractor acknowledges and agrees that contract costs include allocated
time to provide a complete walk-thru inspection by Subcontractor's
Owner/Field/Foreman/Customer Service Foreman within three (3) days after completion of his
installations to insure his Scope of Work is correctly in place and of the highest quality of
workmanship. Discrepancies as noted by this walk -thru will be listed and all items will be corrected
within 48 hours after discrepancies are discussed with Project Manager. Should discrepancies become
known at a later date, such as upon homeowner's move -in, Subcontractor agrees to remedy such
discrepancies within 48 hours. If Subcontractor fails to perform this operation, Contractor will take
appropriate actions, including back charges as generated for non-performance of this operation.
SUBCONTRACTOR INITIALS
COMPANY: Granite Construction
DATE:
EXHIBIT "B"
PROJECT:
COUNTRY CLUB OF THE DESERT
MAINTENANCE BUILDING
TRADE: ASHPALT PAVING
SUBCONTRACTOR:
GRANITE CONSTRUCTION COMPANY
RANCHO CAPISTRANO DEV. CORP.
CONTRACT AGREEMENT
DATE: 5/7/01
TOTAL CONTRACT PRICE:
$ 102,457.80
PAYMENT SCHEDULE:
95% Upon Completion
5% Retention
(**10% Retention is to be held per invoice, through the fast 50% of contract value.)
1. There will be no payments made by Contractor to Subcontractor until a Workman's
Compensation and General Liability certificate has been submitted We also need a
copy of your Contractor's License Renewal Card prior to payment. We must be
named as the additionally insured on your General Liability insurance policy.
2. We must have a notarized labor release and material release before we will pay an
invoice.
INVOICES WILL BE PAID ON THE FIRST OF EACH MONTH AFTER
RECEIPT, CONTINGENT UPON THE RECEIPT OF ALL
PAPERWORK FROM SUPPLIER(S) INDICATING AMOUNT(S) DUE.
IF PAPERWORK IS NOT RECEIVED, A JOINT CHECK WILL BE
ISSUED FOR THE ENTIRE AMOUNT.
4. In the event a Subcontractor is found in the possession of or under the influence of
any alcohol or illegal substance while on the job premises, contract shall be
terminated immediately. Any expenses incurred by the Contractor as a result of such
termination shall be back charged to the Subcontractor accordingly.
5. RETENTION AND CHANGE ORDERS MUST BE BILLED
SEPARATELY. RETENTION BILLING MUST BE ACCOMPANIED BY
A FINAL RELEASE WITH A ZERO (0) BALANCE.
SUBCONTRACTOR INITIALS: DATE:
COMPANY: Granite Construction Company