2648F,-s.r�A ''f+yt! ter`'► .,`:...
NOTE:
;r With proper validation'
1::,:IL�,,,this form constitutes an [�
r t CITY OF LA' QUINTA
!oy,,lencroachment permit ;
L: APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
.'.For,.the„*construction of public or -private curbs, .driveways, pavements, sidewalks, parking lots, sewers, water mains
and'othertlike';public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
'Subdivision Improvement Permit,— Class III.
DATE;'- +fit -%Z1*' Oily �. s Minor Improvement Permrit Class IV'
LOCATION.OF'CONSTRUCTION ' �� � " St. ttauth from Calla
TaMid'o to' Ave
i .9� •''• `
•.� .- :. ,. •. 'talk �hw "�x�fi�.t�s�•►t" In�'.itA �i>r•c�•tar!,t' r�i+t°t�a .. �-.,�.;�'. � ,1+ ,
i' `(StreeYaddress or Description of Location)
PURPOSE,OF CONSTRUCTION Pra41A* a rmeaatt'n a+nt,.r Sketch (attach construction plans if appropriate)
•"• '' �►Qx'w'�:aA eta '1I"r�rt; ?_A6Xt;t � � •; ' .' � it'" ' 1.
iDESCRIPTION OF.CONSTRUCTION '1?A`AT•!k>2A_k4si- t. I 1W IxCO% �'' +. A
'WUtlhir `Mift.'2 cmdy�eIateta & 1't �it� a atra�er►rnl�Y ?.ap $43 ATTAC C 11ft0o F
DIMENSION OF, INSTALLATION OR'REMOVAL• :A"
at. TITL0,70M-,
" ;• gid
Ohm Ind 8; WT ,28 70
SIZE OF EXCAVATION, IF NEEDED,aniF1A6RING= 8'Ti;$y,ga,
APPROXIMATE TIME'WHEN WORK WILL BEGIN. ' 1iA'�y�i7 �, ' ' ; { Y
''t' %APPROXIMATE TIME OF COMPLETION 4115/47 - " ' n ~� t
.` ESTIMATED'CONSTRUCTION COST $
i oncludingYremoval of al#t obstruction, materials, and `debris, backfilling; com -. } �.�_• �y mac"
;• , , paction and Fplacing permanent resurfacing and/or replacing improvements) '''` •a f
;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
r.*- :;y•
• .; 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 proximatetresult of any work undertaken under the permit granted,pursuaneto this application
S. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be startei. s i
Comply with all applicable City Ordinances, the terms and conditions'of the permit and all applicable rules and regulations o the City,of,,'
La Quinta and to pay for any additional replacement necessary as the result of this work.
,. C. e _ ., ` f.. 1, t• .�; . •,.�, r { •` 'ti.'{' .,s. ,. r {
, 1 •rp ' - , ' - .+' ' �!.' �/J//fJ/�s�� �,/�F/,//f�' •'�• '7a-C''.^Ti�'�"i4.y��.,x �:. • k • • iii .tl
'Signat'ure of Applicant or Agent
1� ,^•t`�
'�.`�ridi,tiota CluD A�satfa. y8wSl3.� Qad . A�rQ. ,52 _ ;.,a '!?►tin CA ' �'if alf«I�) � +St+G,.«'1;���, � .
Name of Applicant (please print) ' Business Address Telephone,Nos ti
' .Jane''' Bros.. Cctlstzuctlo-h a, ; P.04 PIOX 905 Cate.-ha1.12k+ CAS 972.1� `: � List) I 7«.19(t�`` ,
Nanie'of'Contractor and Job Foreman ” =^ �BusinessAddress- Telephone N6. -
o: -19
1'91
720 R5
Contractor's License No.
City Business License No.
Cincinnati 'I:iouzance �CoiananT
0#0664006
Applicant's'Insurance Company Policy Number.
1f
FEES:,. Subdivision Improvement Permit — Class I I I• r �' .
^r , .
Public improvements: 3% of estimated construction'costs,
•.}
'� .. �' -•• .,
. ' Private improvements: 3% of estimated construction' costs
Minor Improvement Permit — •• Class IV: See attached schedule
NJ 264,87
t .
' a�IswEio
.Inspection Fee $ �
i
� PERMIT VALIDATION'
. • 'igt3:D0* `
Permit Fee
' 266a '
PERMIT NO.
Penalty
8/26/9,
Cash Deposit -Surety Bond
DATE APPROVED
47
if requiredf
1
EXPIRATION DATE 17131
TOTAL: $ - 4.615.00
`�. � ��' r f-�,+. -Y• � . �„
`
DATE ISSUED 4e28/9/%
Receipt No
Received byDate
t�
Recorded by
By
Telephone: (619) 777-7075
Ad m i rW1*1.11k4hor ity
CITY OF LA OLJINTA
BID BASED ON UNAPPROVED PLANS NOT TO EXCEED TOTAL OF $190,000.00
ANY"SAVINGS 'ro BE SPLIT BETWEEN OWNER &'CONTRA,CTOR
BID BASED ON-NO"ENCROACHMENT PERMIT SUBJECT:TO-CHANGE
UPON RECIEPT 'OF ENCROACHMENT PERMIT
Buyer and 5eIIP.r agree that the general terms and conditions on the reverse side, hereof „are part of this agreement are are, lhotnk)ghly ,rida stood.
Notice: Additional Terms and Conditions.on Reverse Side. Read Before Slgning •-- Bl_tyer to sign, both sides
ACCEPTED FOA BUYER -- - . ---- - —
By--._..�_...----
Submitted By._�
Title — -- --�-- Date Apprgved By
itle
T ..:.,_... ,:-
• " .,...,.. --. --- Date .
'] when signed by the Buyer and approved by a Managing officer of this Company, this Will constitute a firm con -
37 6 3 (tact between both parties, nereto, lor.all_abor and for all materials herein referred to. according lerms and
conditions. MANAGEMENT
J 0 N E S BROS,, -CONSTRUCTION....,
GRADING, PAVING, UNDERGROUND AND EQUIPMENT RENTALS
85.989 AVENUE 52 • P. O. BOX 905 • COACHELLA, CALIFORNIA 92236
TELEPHONE (619) 347.2291 '
PROPOSAL
NO. . 376—A LIC. NO. 172092 CONTRACT NO,
PROPOSAL SU9MITTED—TO: - PHONE
DATE"
8/15/97
NAME;
PROJECT
WINCHESTER DEVELOPMENT CORP.. OFFSITE WATER
ONLY
ADDRESS:
—_
LOCATION:
- - 41-865 _BOARDWALK ,..=-STIE_101 _ _ -_--___--LA UINTA
GITY AND STATE:
ARCH ITECTlENGINEER:
DATE OF. PLANS:
_FALM_...DE,SER.T_,..__CA..__
:..
ATTENTION:
PROJECT PLANS NO. AND_ TITLE
�� __
*.' _
.
MIKE.ALLEN.ROStiiE.--_-;-..::_:.:::..
_.--_-- .
We, hereby propose to furnish the necessary equipment, labor and materials required to perform the following work:
ITEM NO.
_DESCRIPTIO_N
_QUANTITY
1.)
REMOVE BLIND FLG. TIE-IN TO EXISTING, WATER
]
EA
2.)
INSTALL 24" DIP W/POLY*WRAP "OFFSITE"
1777
LF -
F -3.)
3.)
INSTALL, 24" 22Vo BENDS W/T"HRUST $LOCK
5
EA
4.)'
INSTALL 24'" 11%o BENDS.W/'THRUST BLOCK
3
EA
5'.)
INSTALL 24" 450BENDS W/THRUST, BLOCK
6
EA
6.)
INSTALL.24" DIP SIPHON UNDER STORM DRAIN
1
EA
7.)
INSTALL,2" AIR'VAC VALVES
2
EA
8.)
INSTALL 24%" BUTTERFLY VALVE
1
EA
9.)
INSTALL 24"' X 12" REDUCER
1
EA
10-)
INSTALL 12" X 6" REDUCER
I.EA
11.)
'I:NSTALL 6" BLOW OFF ASSEMBLY
1
EA
12.)
REMOVE ASPHALT"PAVING- APROX. 7,500
SQ
FT
l3.)
INSTALL ASPHALT PAVING APROX.- 7,500
SQ
FT
14.)
INSTALL ASPHALT CAP APROX. 18,000
SQ
FT
15.)
INSTALL ASPHALT STRIPING APROX.
800
LF
1,6.)
RAISE VALVES TO FINISH GRADE
4
EA
17.)
WORK INVOLVED OUT OF PAVED AREA IN ENTRYWAY
$ 39,500.00
1.8. .
WORK INVOLVED IN CITY. RIGHT OF WAY'
$150 500.00
BID BASED ON UNAPPROVED PLANS NOT TO EXCEED TOTAL OF $190,000.00
ANY"SAVINGS 'ro BE SPLIT BETWEEN OWNER &'CONTRA,CTOR
BID BASED ON-NO"ENCROACHMENT PERMIT SUBJECT:TO-CHANGE
UPON RECIEPT 'OF ENCROACHMENT PERMIT
Buyer and 5eIIP.r agree that the general terms and conditions on the reverse side, hereof „are part of this agreement are are, lhotnk)ghly ,rida stood.
Notice: Additional Terms and Conditions.on Reverse Side. Read Before Slgning •-- Bl_tyer to sign, both sides
ACCEPTED FOA BUYER -- - . ---- - —
By--._..�_...----
Submitted By._�
Title — -- --�-- Date Apprgved By
itle
T ..:.,_... ,:-
• " .,...,.. --. --- Date .
'] when signed by the Buyer and approved by a Managing officer of this Company, this Will constitute a firm con -
37 6 3 (tact between both parties, nereto, lor.all_abor and for all materials herein referred to. according lerms and
conditions. MANAGEMENT
1
2.
SPECIAL CONDITIONS --PERMIT NO. 2648
--- Tradition Club Associates ---
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 § l (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.
Tradition Club Associates,-hereinafter'referred tows "Permittee", shall be responsible for providing
continuous dust and erosion control.
3. 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 1st 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. 1st to September 30: Monday -Friday 6:00 a.m to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
5. Work performed within 500 feet of the signalized intersection of Calle Tampico and Washington
Street and the Washington Street/Aventie 52 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) 275-6894 if signal
operation at the Calle Ta mpico/Washington Street 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 detour and barricade all construction sites.
Special Conditions -'Permit No. 2648 Page 1 of 4
SPECIAL CONDITIONS --PERMIT NO. 2648
--- Tradition Club Associates ---
8. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
street closures shall not be permitted. A minimum of one travel lane of paved surface shall be
maintained with flagmen at all times.
9. 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.
10. 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 Permittee as directed by and to the satisfaction of the City Engineer at no cost
to the City of La Quinta.
11. 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. 2648 Page 2 of 4
SPECIAL CONDITIONS --PERMIT NO. 2648
--- Tradition Club Associates ---
completion of this portion of trench, the, City Inspector shall establish the maximum lift
thickness to be compacted for the,remainder, of the project.
F. 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.
G. 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..
r,
H. 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.
I. 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.
12. 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 everyworkday 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.
13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc.,, shall be replaced to
its original condition.
44.• Access and egress to all local properties shall be maintained at all times.
15. 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, or 61/2" minimum, of asphalt concrete over the same existing thickness, or 61/2"
minimum, 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.
Special Conditions - Permit No. 2648 Page 3 of 4
SPECIAL CONDITIONS --PERMIT NO. 2648
--- Tradition Club Associates ---
The replaced pavement and base material shall be compacted to 95% relative compaction and
respectively tested, for each 300 linear feet of trench.
C. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. For transverse trenches across improved streets, the existing pavement surface, fifteen .(15) feet
on either side of the excavated trench, shall be cold -milled to a depth of 0.10', with a "butt"
joint created along each edge of the cold -milled area, and a new 0.10' asphalt concrete
pavement overlay applied throughout the cold -milled area.
E. For longitudinal trenches within improved streets, the existing pavement surface, through the
lane width (within lane line striping), shall be cold -milled to a depth of 0.10', with a "butt" joint
created along each edge of the cold -milled area, and a new 0.10' asphalt concrete pavement
overlay applied throughout the cold -milled area.
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.
16. Permittee shall notify the City of La Quinta Public Works Department a minimum of 48 hours prior
to commencement of any construction at (760) 777-7075.
17. Permittee shall stabilize any soil that was disturbed (shoulder areas, etc.) as a result of work
performed under this permit with an approved dust control treatment.
18. 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.
19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
20. This permit authorizes the installation of a new 24" ductile iron water main and associated facilities
within the Washington Street and Avenue 52 rights-of-way to provide domestic water service to the
"Tradition" development (Tentative Tract 28470), as shown on the CVWD approved plans, titled:
"Off -Site Water Improvements, Tract 28470, Washington Street," by Keith International, Inc., dated
7/11/97.
Special Conditions - Permit No. 2648 Page 4 of 4
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 SUBDI'JISIONS
DATE:
(Street address or Descript* of Location)
wrt" � /_
Subdivision Improvement Permit -Class I I I
MLnor Improvement Permit Class IV
Sketch (attach construction plans if appropriate)
2.RIE0
e a_ZMCka,9,C,
Adn
�C41 144-144=91,
LAJ a ,
APPROXIMATE TIME.OF COMPLETION �� `� ��✓Vt Vl �, fMOtQ �l/��•
ESTIMATED CONSTRUCTION COST $
(Including removal of all obstruction, materials, and debris, backfilling, com- ? / + 1 I �7
paction and placing permanent resurfacing and/or replacing improvements)
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 lou 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 Ouinta and to pay for any additional replacement necessary as the rmit of this work.. _
,Ti -01, 6 , C�
Name of Applicant Aplease print)
Sibnature of A
c) C_
Business Address
< C 0 P D lSoi S:OS C
Agent
L0
Telephone No.
CK V -13L
Name of Contractor and Job Foreman Business Address Telephone No.
Z 0 5 �, IS3
Co acttor'r's License No. City Business License No.
r`
Applicant's Insurance Company rIEN-1-11AIS&ITY 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 $ LEES
Permit Fee [00
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $ ��
Receipt No.
Received by Date
Recorded by
PERMIT VALIDATION
PERMIT NO.
DATE APPROVED r
EXPIRATION DATE
DATE ISSUED
By
Administrative Authority
TELEPHONE: (619) 777 -?075
l 1 �
78-495 CALLE TAMPICO —' LA QUINTA, CALIFORNIA 92253 – (760)_ 777-7000
Fti of Tr��`� FAX (760) 777=7101
TDD (760) 777-1227
August 26, 1997
Mark Logan, President
Mark Logan Landscape, Inc.
P.O. Box 1865
Palm Springs, CA 92262
Subject: Various Citywide Landscape Improvements, Project No. 96-04
Temporary Suspension of Work (Logan's Letter, Dated 8/26/97)
Dear Mr. Logan:-
The City of La Quinta has approved your request for a temporary suspension of your contract related work '
activities, for the period beginning August. 28,1997 and ending September 15, 1997, a total of 19
consecutive calendar days. _
In accordance with Section 1400, Sub -Section 6.6 this .temporary suspension of work will be considered
justification for, a 19 consecutive calendar day time extensions to the Contract. Any unforseen additional
costs, impacts or delays incurred by the contractor as a result of the temporary suspension of work shall
be born by the Contractor.
Mark Logan Landscape, Inc 'shall remain responsible for all landscape' and irrigation contract items
installed prior to the temporary suspension.
Should you or your staff have any questions regarding this matter, please feel free to contact James
Lindsey at (760) 777-7048 or Nick Nickerson at (760) 777-7088.
Sincerely,
Jo IFreeland
S for Engineer
cc: Chris A. •Vogt; P.E., Public Works Director/City Engineer
Project File
MAILING ADDRESS P.O. BOX 1504 - LA QUINTA, CALIFORNIA 922530
F:\PWDEP-RPROJECTS\9604\970826a.wpd
DAILY CONSTRUCTION
REPORT
DATE 9/4/97
WEATHER
Project Tradition
Job No. EP 2648 (T 28470) TEMPERATURE
Client Tradition Club Associates .
Contractor Jones Brothers WIND
Project Mgr Mike Allen
HUMIDITY
DA'i
SI'M
ay
T
W
TH
F
S
Cloudy
Rain
I
I
I X
AVERAGE- FIELD FORCE
ay
Non -Manual
Manual
5
Remarks
Mark Jones and crew
Clear
Cloudy
Cloudy
Rain
Snow
x
To 32
32-50
50-70
70-85
85 up
x
Still
Moder
High_
Report No.
x
Dry
Moder
Humid
x
AVERAGE- FIELD FORCE
Name of Contractor
Jones Brothers
Non -Manual
Manual
5
Remarks
Mark Jones and crew
VISITORS
Time
10:15/2:15
Representing
City of La Quinta
Representing
Remarks
M. Fuller
EQUIPMENT AT THE SITE `-
CAT 966E dozer, CAT 446B backhoe, John Deere 710B backhoe, water truck, miscellaneous light
equipment
CONSTRUCTION ACTIVITIES
Watermain - Washington Street
10:15 Arrived on site, contractor has been working in the. Washington Street/Calle Tampico intersection
excavating and connecting to the existing 24" dip;.contractor is connecting to the existing butterfly
valve to provide for a water main extension south through Washington Street to serve the "Tradition"
development; contractor has excavated down 6'+ to clear existing GTE and other utilities; the traffic
loops at the south leg of the intersection (Washington Street northbound lanes) have been cut by the
contractor duringconstruction; traffic signal timin is set to a manual program b the County; advised
� g' P �` Y n';
foreman to observe backfill requirements and to have a soils technician onsite during backfill oper-
ations;
2:15 Returned to job site; contractor continuing with work in the #3 northbound lane of Washington. Street;
contractor has excavated to approximately 200 feet south of Calle Tampico, has provided compaction
testing of backfill within the Calle Tampico/Washington Street intersection;
Distribution: 1. Project Manager
2. Field,ofiice
3. File
4. Client By.` Marcus Fuller
F:\pwdept\staff\fuller\inspections\970904a
Page 1 of 1 Pages
Title Assistant Engineer I
Project Tradition
Job No. EP 2648 (T 28470)
Client Tradition Club Associates
Contractor Jones Brothers
Project Mgr Mike Allen
DAILY CONSTRUCTION
REPORT
DATE 9/8/97
WEATHER
TEMPERATURE
WIND
HUMIDITY
DAN
S
IM'
T
W
TH
F
S
Cloudy
x
Snow
I
VERAGE FIELD FORCE
varuy
Non -Manual
Manual
5
Remarks
Mark Jones and crew
Clear
Cloudy
Cloudy
Rain
Snow
x
To 32
32-50
50-70
70-85
85 up
x
Still
Moder
High '
Report No.
x
Dry
Moder
Humid
x
VERAGE FIELD FORCE
Name of Contractor
Jones Brothers
Non -Manual
Manual
5
Remarks
Mark Jones and crew
VISITORS
Time
8:45/2:00
Representing
City of La Quinta
Representing
Remarks
M. Fuller
EQUIPMENT AT THE SITE
CAT 966E dozer, CAT 446B backhoe, John Deere 710B backhoe, water truck, miscellaneous. light
equipment
CONSTRUCTION ACTIVITIES
Watermain - Washington Street
8:45 Arrived on site, contractor is onsite on Washington Street within righ-hand, northbound lane, pro-
ceeding south from Calle Tampico, installing 24" dip water main; trench is approximately 4' deep
and 3' wide; trench sides appear vertical and stable; reviewed backfill requirements again with
Mark Jones;
2:00 returned to job site; contractor in process of backfilling trench in the right-hand, northbound lane;
contractor is using the John Deere backhoe with a sheepsfoot roller to accomplish backfill compaction;
contractor has completed installation of 24" dip water main to approximately half -way between
Calle Tampico and Avenue 52; '
vistnounon: i. rrglecr rvianager
2. Field Office
3. File
4. Client,
'F:\pwdept\staff\fuller\inspections\970908a
By: Marcus Fuller
Page 1 of 1 Pages
Tide Assistant Engineer I
r
Project Tradition
Job No. EP 2648 (T 28470)
Client Tradition Club Associates
Contractor Jones Brothers
Project Mgr Mike Allen
N
DAILY CONSTRUCTION
REPORT
DATE 9/11/97
WEATHER
TEMPERATURE
WIND
HUMIDITY
DAY
S
M
T
W
TH
F
S
. Cloudy
x
Snow
x
AVERAGE FIELD FORCE
oy
Non -Manual
Manual
5
Remarks
Mark Jones and crew
Clear
- Cloudy
. Cloudy
Rain
Snow
x
To 32
32-50
50-70
70-85
85 up
x
Still
Moder
High
Report No.
x
Dry
Moder
Humid
x
AVERAGE FIELD FORCE
Name of Contractor
Jones Brothers
Non -Manual
Manual
5
Remarks
Mark Jones and crew
VISITORS
Time
9:30
Representing
City of La Quinta
Representing
Remarks
M. Fuller
EQUIPMENT AT THE SITE
CAT 966E dozer, CAT 446B backhoe, John Deere 710B backhoe, water truck, miscellaneous light
equipment
CONSTRUCTION ACTIVITIES
Watermain - Washington Street
9:30 Arrived on site, contractor has continued to progress with construction of 24" dip water main through
Washington Street; has proceeded south through the #3 lane (right lane) into the #2 lane (center lane)
with water main installation; traffic control is set-up and all traffic is routed through the #1 lane (left
lane); contractor expects to reach the Avenue 52/Washington Street intersection later today; excava-
tions through Washington Street. have gone well with no sloughing of trench sides observed; backfill
placement and compaction has also met minimum requirements; work is proceeding.
uutnouuvn: t. rrglect manager
2. Field Office
3. File
4. Client
F:\pwdept\staff\fuller\inspections\97091 1 a
By: Marcus Fuller
Page] of 1 Pages
Title Assistant Engineer I
Project Tradition
Job No. EP 2648 (T 28470)
Client Tradition Club Associates
Contractor Jones Brothers
Project Mgr Mike Allen
DAILY CONSTRUCTION
REPORT
WEATHER
TEMPERATURE
HUMIDITY
DATE 9/24/97
DAY
S
M
T
W
TH
F
S
Cloudy
Rain
Snow
x
AVERAGE FIELD FORCE
ey
Non -Manual
Manual
5
Remarks
Mark Jones and crew
Clear
Cloudy
Cloudy
Rain
Snow
x
To 32
32-50
50-70
70-85
85 up
x
Still
Moder
High
Report No.
x
Dry
Moder
x
JHumid
AVERAGE FIELD FORCE
Name of Contractor
Jones Brothers
Non -Manual
Manual
5
Remarks
Mark Jones and crew
VISITORS
Time
8:45
Representing
City of La Quinta
Representing
Remarks
M. Fuller
EQUIPMENT AT THE SITE
CAT 966E dozer, CAT 446B backhoe, John Deere 710B backhoe, water truck, miscellaneous light
equipment
CONSTRUCTION ACTIVITIES
Watermain - Washington Street
8:45 Arrived on site, contractor has started construction activity associated with removing the temporary
a.c. patch and installing base material through trench width along Washington Street; contractor has
begun trench work at the Washington St./La Fonda intersection and will work north towards Calle
Tampico today; contractor is removing approximately 10-12" of subgrade material for required
depth of base and a.c. material; contractor has also sawcut 1' beyond trench edges in preparation of
final base a.c. lift repairs; contractor will use Granite 3/4" a.c. material - intends to leave trench 0.10'
low in preparation for final ''/z" cap lift, which is expected to occur within the next 2 weeks as soon as
Logan completes landscaping of medians along Wasington St.
2:15 Returned to job site; contractor continuing with street construction, have prepared subgrade and instal-
led base material through approximately 300 feet of trench, in process of removing 1' a.c. sawcut
along edges of trench, will begin to prepare base grade for 5" of 3/4" a.c. material for base a.c. lift;
Distribution:- I. Project Manager
2. Field Office
3. File
4. Client
F:\pwdept\staff\fuller\inspections\970924a
By: Marcus Fuller
Pagel of 1 Pages
Title Assistant Engineer I
Project Tradition
Job No. EP 2648 (T 28470)
Client Tradition Club Associates
Contractor Jones Brothers
Project Mgr Mike Allen
DAILY CONSTRUCTION
REPORT
WEATHER
TEMPERATURE
HUMIDITY
DATE 9/29/97
DAY
S
M
T
W
TH
F
S
Cloudy
x
Snow
x
AVERAGE FIELD FORCE
Partly
Non -Manual
Manual
5
Remarks
Mark Jones and crew
Clear
Cloudy
Cloudy
Rain
Snow
x
To 32
32-50
50-70
70-85
85 up
x
Still
Moder
High
Report No.
x
Dry
Moder
JHumid
x
AVERAGE FIELD FORCE
Name of Contractor
Jones Brothers
Non -Manual
Manual
5
Remarks
Mark Jones and crew
VISITORS
Time
9:30/2:30
Representing
City of La Quinta
Representing
Remarks
M. Fuller
EQUIPMENT AT THE SITE
CAT 966E dozer, CAT 446B backhoe, Ingersoll-Rand DD24 roller
CONSTRUCTION ACTIVITIES
Watermain - Washington Street
9:30 Arrived on site, contractor onsite in process of preparing subgrade of trench through #2 lane (north
bound), contractor will install 6" base material and will base pave flush with Matich 3/4" a.c. material;
soils tech. on site to test subgrade, base grade and a.c. material compaction; traffic control installed
right 2 lanes are closed;
2:30 Returned to job site; contractor in process of installing base a.c. material into trench within #2 lane;
contractor base paved approx. 500 feet of trench from La Fonda south to Ave. 52, trench has been base
paved flush, contractor has removed l' sawcut edges and installed and compacted base material, con-
tractor using Granite 3/4" a.c. material, not Matich, due to availability problems;
Uistribution: 1. Project Manager
2. Field Office
3. File
4. Client
F:\pwdept\staff\fuller\inspections\970929a
By: Marcus Fuller -
. Page I of I Pages
Title Assistant Engineer I
Project Tradition
Job No. EP 2648 (T 28470)
Client Tradition Club Associates
Contractor Jones Brothers
Project Mgr Mike Allen
DAILY CONSTRUCTION
.REPORT,
DATE 10/1/97
WEATHER
li�ul»I;7_Ullil:�i
HUMIDITY
DAY
S
M
T
W
TH
F
S
Cloudy
Rain
Snow
x
AVERAGE FIELD FORCE
raruy
Non -Manual
Manual
5
Remarks
Mark Jones and crew
Clear
Cloudy
Cloudy
Rain
Snow
x
To 32
32-50
50-70
70-85
85 up
x
Still
Moder
High
Report No.
x
Dry
Moder
Humid
x
AVERAGE FIELD FORCE
Name of Contractor
Jones Brothers
Non -Manual
Manual
5
Remarks
Mark Jones and crew
VISITORS
Time
9:45
Representing
City of La Quinta
Representing
Remarks
M. Fuller
EQUIPMENT AT THE SITE
CAT 966E dozer, CAT 446B backhoe, Ingersoll-Rand DD24 roller
CONSTRUCTION ACTIVITIES
Watermain - Washington Street
9:45 Arrived on site; contractor in process of continuing with fmal a.c. repairs within waterline trench in
Washington St./Calle Tampico intersection; also in process of cleaning up parkway east of curbline
for completion of City landscaping project with Logan; contractor has prepared base grade in last
section of trench up to valve connection within Calle Tampico; edges are sawcut and coated with tack
oil, depth to base grade approximately 6" below street surface; found section of broken curb by traffic
pull box on east side of Washington St., just south of Calle Tampico, advised contractor;
Distribution: 1. Project Manager
2. Field Office
3. File
4. Client
F:\pwdept\staff\fuller\inspections\971001 b
By: Marcus Fuller
.Page 1 of I Pages
Title Assistant Engineer I
tl
`� ' ? ✓
(Wsla,d.den Enlg(ineering
6782 Anton Ave., Suite E, Bu-emnea-1369
,Park, CA 90621. (562) 864-4121 (714) 523�095214.1Fax (714)•523
39-725 Garand Ln., Suite G, Palm Desert,tCA 92211 (760) 772-3893 Fax (MO)t 7 "7 2-3895
Date 7
Job W' 412 2- G% .3
FIELD -MEMO
e
Project Name aA-
Client:
Site Add r
�V
V
Job Phonb
Test Summary F��o'otings Inspected
�Tds
W'No.
Location
J•Elev.
Dry
Moist
10/o Relative
"Ref. Max!
- Moist
t
Density
%
Compaction
;Otpcf
?/R
84 5-
10 Byr
I/A/
1N, 7*
-7 7
X
Or.
Comments
0 c.
*tw
Field Tkk S6p6r.. or Agent
2.4 hou;,,,o,tice requested to schedule'Field Tebhnician. Thank you for the opportunity to be of service.
k,
0
zk}+t�ir0A� �D+fifhr . ys"'Iri[1i
Sladden Engineering
h + r
6782 Stanton Ave.', Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 52�.-0952 Fax (714j.523-1369
t < ��.
' 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 '(760) 772-3893 Fax (760) 772-3895 't• .: .• � .
. Ifs• 9V��`g7 ,
Date
} f J0li�N0. _ YZ Z
FIELD MEMOry
Y'4,
AN
Work Done
Test Summary / Footings Inspected
Test}
Location
Elev.
Dry
Moist s'
'% Relative `
Ref. Max-
Moist
No.
Density
%
Compaction
1, pcf .•
% , • "
{8..+15
Y`
1/xI /'/ ''7
/ /
•,f !. .�Z� ,1
n
s-
Comments
� �'�JT�.
�
f/i
•'
/TIJ /'Hr�/ ry �..
T/•fA7!
/iai'G IY /
.
r
-j Field.Te �"a. Super. or Agent
Vii• �.. .. 'r:+
24 hour notice• requested to schedule Field Technician. Thank •you_for the opportunity .to be of service
t
R
Slcidclen`Y'}Engireering
"`6782 Stanton Ave., Suite E;'Buena Park, CA 90621• (562),864-4121 (714) 523-0952 Fax (714) 523-1369.
�39-725 Garand Ln.,: Suite G, Palm Desert; CA 92211 (760) 772-3893 Fax (760) 772-3895
Date 2 --2
« yr
Job No. 5/27Z- ni139
FIELD MEMO
Project Name I� ,'die.. L%�� l.s�,�.Li/�s� Client:
.
Site Address
vvu,R uviie bin d•c �: Gya
b�+ iM
d✓+ql saC 7 �� �O�- y'C--/
/?wG �:• (ti/ r'�r� ih
Test Summary / Footings Inspected
Test
No
, Location
Bev-
Dry
Density
Moist'
%
%,Relative
Compaction
Aef.'Max
pcf
. •Moist `
7
/3 �, D,
136,5
,�
135-3
• .�.�
g
y
t' 2200
136,7
S.S
99
Comments
r
Field Tech. « "° Super:' . r Agent x
,�,
-24(hourr notice requested'to'schedule Field Technician.. Thank..you"for the opportunity to be of service. ,' f
SiladW" 6g;aneering
6782 Stanton Ave., S6ite E, Buena Park, CA 90621 864-4121 (714) 523-0952 Fax (714) 523-1369
39-725 Garand Ln'.., Suite G, Palm Desert, CA 92211 (700).772-3893 Fax (760) 772-3895
Date 9 9 7
Job No. 2 13F
F1 E1L0..,MEM,-O,,,-
zii Client: , �
Project Name„
Site Address
Job Phone
Work Done
c4P Av.1 *4
Test Summary If Footings Inspected
Test
-:4, Location
-.Elbv.
Dry -
Density
Moist -
%
% Relative
Compaction
Ref. Max
PCfP/C
Moist
%
,No. - -
?
1'00
9
/36,,7
Comments
C
Field Tech. Super. r Agent
(Y.
24 hour notice requested to schedule Field Techdi'dan'. Thankjo for the oppqftunity to'be of service." i.
I FN
(WISIadden Engineering
6782 Stanton Ave., Suite E,'Buena Park, CA 90621. (562) 864-4121 (714) 523-0952. Fax (714) 523-1369
39-725 Garand Lri.', Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895
Date
Job No. y�2 eS/3R
FIELD MEMO
Project Name Al- e.,. ��e, �i Client:
Site Address.
Job Phone x
Work'Doneo
Test Summary / Footings Inspected
Field Tech. e Superl r Agent
24 hour notice requested to schedule Field Technician. Thank you'for the opportunity to be 6
service.
-w, b'�"f''�''+�P'�14�Aols'1'4Y+;1�'#�' l+iir«�'�s"'';r.�iw�"tk•Ky�ks�.fs�3r�':..��GICw+t,'.�.."'' - ±+�5�:'v,:s:��e'".wSv;�s.�
5s �itti � •...
Sladden Engineering .: '..;
6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369
39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895
Date
3
- Job No.
-r •FI•ELD-.:MEMO:::
Project Name /. r -o; Ff,rs - _li/G/�� G tic.;_ .6 �,.;�;? Client:
Site Address �.
Job Phone
Work Done v.. 3���• �i ��'c 1f�.a. f� r�a/�.t �.,JI��a�/ i. %«r,�..f(
C�•'i 1pG C'c:.yt �.���. �,�,firs %I v�lnUi�✓!�CI� " �cnG. a :� % ,
r -
Test Summary / Footings Inspected
l
Test
No.
Location
:` EI'ev. , *
-Dry
Density
Moist
%
% Relative•;.,Ref.
Compaction:
Max
pcf r
Moist
'OX
iO
70
15"
I e . 91,11
,
./07b 1
9,3,
10
6
14 Z 1 1- v
4,,
u9,4b.
!d. B
79
rr 2 'POO
106.9
Comments
I,
I r '
1
fr • ). � � � 1, •
a
Ir
.:Field Tech. f;; "• N Super: r Agent .
24 hour notice requested -to schedule Field Technician., Tharfk you for'the opportunity to'be o'service:
�ert:�Y'Gi��K�ii%)ti3N�+'("Y�7ti��t.�'��M�� •.�..SNT' !D "'•i��y�'�t i�rif .� �.'3' �'iiir7y '��"1ij�a'�i'/4
Sladd�n Enc�ineering
6782S . ta . n�ton Ave.., Suite E, Buena Park, CA 90621.(562).064-4121 (7 1'4) 523-0952 Fax (714) 523=1369'
39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760)'772-3893 Fax (760) 772-3895.
Date 9 3 0 9'7
Job No. 1/22-'6/38 '
FIELD. MEMO
111
Project Name Client:
Site-Address
Job'Phone
Work Done,bac�4`oo e Vie'.
Test Summary/ Footings .Inspected .
Test Dry: Moist % Relative :Ref.''Max Moist
No Location . Etev. Density 0% Compaction pcf . %
.
3 d 95 ! o
12 �S0
8 t S i3s 6 2 9
Comments'*
7� S � �S •'� s rc�� •
Field Tec Super. or Agent
24 hour notice'requested to schedule Field Technician. Thank you for the opportunity to be of service. : j
6782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369
39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772.3893 Fax (760) 772=3895
- Date 2-30-97
Job No. y22— 6/38
r r FIELD'MEMO
Project Namerw/.�e.. ' Client:
Site Address
Job Phone
Work Donetar- l« x/nG ,
Test Summary / F.00ti'ngs Inspected
Test Dry Moist % Relative Ref. Max Moist
No. " . Location Elev. Density % Compaction pcf %.
t So ti ly 6 lio 0
el
2D11 too /OG D // 9 9�
Comments: /
a
` Madden Ehgi�eering
6782 Stanton A Suite E, Buena Park, CA -90621 (562) 8644121 (714) 523-0952 • Fax (714)'523A 369
39-725�Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3995-
. � � r,
• ,,��, ,Date
Y•'.",� ; Job No. 16139
. FIELD`
MEMO
Project,Name> 101}DIT]I)! �.
Site Address`.
Job Phone
Work Done
Client: ,
- r
Test Summary/ Footings Inspected ;}
Test
Location
Elev.
Dry
Moist
%'Relative
Ref. Max
Moist
No.
Density
%
Compaction
. pcf
Aq
a MT
-2.5
I j o
`
*
F
1 v
4
A
Comments a
I �lc�rc, -rm-rt
r
field Tech. ! Supet,or<Agent
24,,hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service.;, .
• .. 1
r
Sladden Engineering
6782 Stanton Ave:, Suite E. Buena Park, CA 90621 , (562) 864-4121 V14)523 -09K' Fax (714) 523-1369
39-725 Garand Ln., Suite G, Palm.Desert, CA 92211 (760) 772-3893 fax (760) 772-3895
Date
Job No. ',!f z z
FIELD MEMO
Project Name %tom,,( Client:
Site Address
Job Phone
Work Done eK
Test Summary / Footings Inspected
/.rte. Oft . s,lp/-,:i
Test
No.
Location
Elev.
Dry
Density
Moist.
/a
% Relative-
Compaction
'Ref. Max
pcf
Moist
%
3
1StZz>
3.0
/OB Z
`Comments
r
lt, .
Field Tech: Super. or Agent
24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service.
I �
lej%) Sladden Engineering
6.782 Stanton Ave., Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 52.3-1369
39-725 Garand Ln., Suite G. Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895
Date
Job No.
FIELD ---MEMO
Project Name '/;w Client:
Site Address
Job Phone
Location Elev.
Dry
Density
Moist
%
% Relative
Compaction
Work Done
Moist
%
per. f"w4 b --"W11 . AJ 6a
%ke a +t /
Test Summary / Footings Inspected
Test
No.
Location Elev.
Dry
Density
Moist
%
% Relative
Compaction
Ref. Max
pcf
Moist
%
&7AA
1,942-5-
3v
y7
leo. u
17.:1
Comments n
Field Tec Super. or Agent.
24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service.
10��I.>5lcadden Engineering
6782 Stanton Ave., .Suite E. Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 'Fax (714) 523-1369
39-725 Garand Ln.; Suite. G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895
Date
Job No.
FIELD MEMO.
�L
Project Name ��`u'� 1 Client: a
Site Address
Job Phone
I
Work Done
Test Summary / Footings Inspected
Test
No.
Location
Elev.
Dry
Density
Moist.
%
% Relative
Compaction
Ref. Max
pcf
Moist
%
e
3'
96
��
to
„' 1
3,0 mer
01
7
117
{
Field T Super. or Agent
24 hour notice requested to schedule Field Technician. YThank you for the opportunity to be of service.
r;
GRRmTE
- x ASPHALT /.AGGREGATE-,.JICKET'NO', 6
CO�STRUCTIOII . •WEIGHMASTER- CERTIFICATE "
..ti � 'fit f•^'^�..t ,i'� T
�O��R�� SINCE WEIGHMASTER CERTIFICATE • t _Wel ti r
1922 THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a
+ weighmaster, whose signature is on this certificate, who is a recognized authority of accuracy as prescribed
CONTRACTOR'S LICENSE, NO.: 89 by Chapter 7'(commencing with Section 12700) of Division'5 of the California Business and Professions
�+ Code, administered by the Division of Measurement Standards of the California Department of Food and , 5.1_" 1114 I.t't Jt:a�.E.t: t ft (?#tik�,ii
Agriculture. "' •�.1'itl:t. � L;
Driver X �% '� .� ` v Received'By
X E'-i'1`t�fi(flit'r��t1'l,i'1�•''"l.�;t:`t•(.t •,.`'ti. 5!`..• ..� •
I do hereby certify that.l delivered,the herein named mat erials `at the above >. RELEASE: I hereby agree not to hold GRANITE CONSTRUCTION CO. or ,
named address' and saw said materials incorporated into said address. ;T any -'of its employees liable for damages inside curb or property line caused
by any of their equipment, as I have requested delivery, on the property for'
the material listed and hereby acknowledge receipt of same.• �` r
JJ/�{j t y F• )
i
MAXIMUM UNLOADING TIMES:
ASPHALT: 15 MINUTES (3 AXLE) AGGREGATES: 10 MINUTES (3 AXLE)
30 MINUTES (T/T) "' } 20 MINUTES (T/T)
ADDITIONAL UNLOADING TIME WILL BE CHARGED AT. CURRENT PREVAILING RATES
PLANT
cr�c1tIIF-,
TICKET.NO., .
TRUCKNO.,
TRUCKTYFE ti — , : -
tt kl'.til�l;#-r%
DRIVER
DTE• C
CUSTOMER NO.
f ;.;! tl•l 1.
P.O. NO.r
x.i r 3 1
Ol:3:1RDER NO. �
.,st:t.::., 4_
GRANITE JOB NUMBER. ,.
TX.CD.•
SOLDDIES 31RLI;'i'i ins, {'nj) !s r 1 +fes n ,.aFP; •�, ( �: .
1 ,'5iP. d\t"�P1. J. r•1 Y•, r' .�' ti
�.,
.. v t E. �,
DELIVERY ADDRESS ..,;, ••.: .M1 ti`
INSTRUCTIONS . r.{, _ ....., ... _, .. •., �".r - - r
r � t}t�fl •�/,,, rf "-y,%� "'�w-.: _�, Yt �r, •• ,,, , r r'Y- ..� i i'a S -' �
.�.
PRODUCT DESCRIPTIONDATE OF TARE r " TIME
T 1. "30 46,141 t„ �f;f�`�:i:tir,1 j - r .�
ORDERED PRODUCT DESCRIPTION DOLLAR
OUANTI TY AMOUNT
{
MAX /` }�iA
r �
• r ,,lam,,.*+-«�, °. � _ ,
t. ln) rl iqs ItIE TR.I.c
NITE
TAX
GR CONSTRUCTION CO.
' WEI,GrHMASTER "
'
�i+l./ l f�
.1 _Ay�
GROSS
1 ��' t:, ,.o .3t9., �.�E� �z.;;,I, :1.;3 .
t :>r
HAUL CHARGE.
t
"
ND BY MINS'
APPRos VEO
t
~ •
�"',
-A •:I.i; `:iii'] lyA� �
TARE
;:3j. 0 1.''C. i
«.r .. val111y tn't'i-il.'1'1'�-ru1.`�l"''»o
MIN. LOAD`
CHAED
RGE
I t
JAPPROV
'
BY:
NET
tc)
4788 a'0 .,�93, R I" e-
-��' :'e;at;l; +•i:t
Driver X �% '� .� ` v Received'By
X E'-i'1`t�fi(flit'r��t1'l,i'1�•''"l.�;t:`t•(.t •,.`'ti. 5!`..• ..� •
I do hereby certify that.l delivered,the herein named mat erials `at the above >. RELEASE: I hereby agree not to hold GRANITE CONSTRUCTION CO. or ,
named address' and saw said materials incorporated into said address. ;T any -'of its employees liable for damages inside curb or property line caused
by any of their equipment, as I have requested delivery, on the property for'
the material listed and hereby acknowledge receipt of same.• �` r
JJ/�{j t y F• )
.`
i
_,
' A
-
.`
�,
...
�
i �.
4
(- ASPHALT•/ AGGREGATE TICKET No. 2 �4 Q
GRA
nNTE .
consTRUuion
commny 51922E
CONTRACTOR'S LICENSE N0.:.89
WEIGHMASTER CERTIFICATE
WEIGHMASTER CERTIFICATE
THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a
weighmaster, whose signature is'on this certificate, who is a recognized authority of accuracy as prescribed
by Chapter 7 (commencing with Section 12700) of. Division 5 of the California Business and Professions
Code, administered by the Division of Measurement Standards of the California Department of Food and
Agriculture. N
:L►�d:i res fiz.�.y�{i:•ti'!• L-
Driver X
Received By
I do hereby certify that I delivered the herein named materials at the above
ARRIVF .1r)
named address and saw said materials incorporated into said address.
START NLOAD FINISH UNLOAD
LEAVE JOB
by any of their equipment, as I have requested delivery on the propertyfor`
the material listed and hereby acknowledge receipt of same.
��=ZNIXIMOI
} P u 31
<<
MAXIMUM UNLOADING TIMES:
ASPHALT: 15 MINUTES (3 AXLE)
AGGREGATES:
10 MINUTEST (3 AXLE) -
30 MINUTES (T/T)
20 MINUTES_ (T/T)
. ADDITIONA-L ,UNLOADING T1 -ME WILL BE CHARGED AT CURRENT
P•R,EVAILIN`G RATES
PLANT pp yy
C»(:»r7,8
TICKET NO. k`
•fl!' rt(j't'4�".'•�I;`)
TRUCKYNiO.. x'r� [(
i)Jl:;il:t.i
TRUCK r. P tt
(,1 l::il� I�..t�.
DRIVERI w
�f 471`il: i
. q" 4» tt• fF{
I.. `ll))•f {1�.!\�i
DATE, 1 f r .
�i"I `��/�f�"fl �! F
.•.7
Fi4
CUSTOMER NO.P.O.
NO.
ORDER NO.
GRANITE JOB NUMBER-- r ;
TX.CD
i
SOLD TO _
l:zty'C''i'EBF."'tr%.,C;() i;t"f'i�l:)C:IFT014
•'
CO
:)'OHEU;
DELIVERY ADDRESS •r t: 7. ati .. :r s V, t.x. (. w
r
-.
J
k
`r-0-r.
y ► ''
INSTRUCTIONS «,aK.� y A-�
t
for, I
�
PRODUCT DESCRIPTION
DATE (IF TARE
"� + TIME
DESCRIPTION
D LLAR
• •PRODUCT
AMOUNT
i
`rnN
14."K,
i:9.00 lIAV 1 CI>
){c • 'I
r,1i1�`r#� rc
TAX
r•;q.
' GRANITE CONSTRUCTION'CO.
WEIGHMASTER
�`
`'y
F�)'.�t» :i.:
HAUL CHE
GROSS;`r:i'f:)E
ii. I � /`
STAND BY MIN.
APPROVEC
!L
f t tiJ
.ta�.is1#'1'i't.tl�f�fa'r
�_, �: •. -
TARE
rs.3�t3 :# I.�t 10.,:i(C7Lt►'tr►�
ON. LOAD
CHARGE
APPROVED
- BY:' i
a
NET
`'7r;0 14. 96 j,:{.:� fti
i�^i {:L? :{
•
Driver X
Received By
I do hereby certify that I delivered the herein named materials at the above
RELEASE:I hereby agree not to hold GRANITE CONSTRUCTION CO. or
named address and saw said materials incorporated into said address.
any of its employees liable for damages inside curb or property line caused ,
by any of their equipment, as I have requested delivery on the propertyfor`
the material listed and hereby acknowledge receipt of same.
rt,
4
GRANITE , S' ;ASPHALTr% AGGREGATE TICKET NO. --4205,04
tonSrRuc-Tion WEIGHMASTER CERTIFICATE. �J~
EomPRny SINCE Y j WEIGHMASTER CERTIFICATE : , ` _ ?'l r 4
1.922, . v , �,, THIS IS TO CERTIFY that the following described commodity was weighed, measured, of counted by a 1 ^_ . a ,•' '
• r, r weighmaster, whose signature is on this certificate; who is a recognized authority of accuracy as prescribed + r •.w:
CONTR CTOR'S'LICENSE`NO.: 89' by Chapter 7 (commencing with'Section 12700)`of.Division 5 of the California Business and Professions
p r r Code, administered by the Division of Measurement Standards of the
California'Department of Food and 7
P
TMAE" 'r' N ar R1 i. +»` r?. Agriculture. a► X t :1.ti ' 1 tt l f t it?# 'k:
,.
Driver X (i ryyi ~f ^ Received By -
I do hereby certify that I delivered the herein named materials at the above RELEASE: I hereby agree not to hold GRANITE CONSTRUCTION CO or . .
named address and saw said materials incorporated into said address. -any of its employees liable for damages inside curb or property line caused,,.''
r. by any'of their equipment, as l have requested delivery on the property for, 4
_ the material listed and hereby acknowledge receipt of same. f-
•
�•�'..''..rr
' -' .K _ :).......syr,. s„ „Kw �; i..,�
Y
f•. ,.., �., .�: -�._: , _ _�,•.\. - MAXIMUM UNLOADING TIMES: `__ I ....
t �l� r•?
T
• ( ASPHALT: 15 MINUTES (3 AXLE) �: AGGREGATES: 10 MINUTES (3,AXLE)�s (''
1
' 30 MINUTES (TR) 20 20 MINUTES (T%r)
F
ADDIT10NAL LJNLOA"DING.TIME WILL'BE CHARGED AT CURRENT PREVJI•I-t"ING7RATE•S
y
PLANT
TICKET NO.
Iw�C11
TRUCK NO.
1F+t',(`tI7+
TRUCK TYPE
r:
DRIVER " " x•..
;fk'1r'dri:�,'Ftit i4{!'fti{.s
DATE
c�l�J
�•
,.
�.
CUSTOMER NO.
P.O. NO. '
ORDER NO:
rd+
GRANITE JOB.NUMBER
•
TX.CD
6� 1,!tr i +'
e 0�..
'"tli2(�) �t t
SOLD TO
` G)hJE�: 'I'wC)'>rl lk r".. C (�1,1r3'l'iitJi;T':r.ot,t co X r.
x
DELIVERY ADDRESS J l.lti>i ,it" l 4 r t.f» r;,
INSTRUCTIONS Jl yF Y r M ,
Q
�a Y
I
J" 'j+
�-
�d
� t. i •a_ `
'�-.
. ''. ,,n,. : . y•� ,- � _ �:.1`�
.f � i•.7Si T� _ + ' f � r�'S��r..l i` i f J", • -'�
��.
PRODUCT DESCRIPTION a DATE OF TARE > i?. fi ?TIME to
f .. (119/f?'f /97 . iSr 1;,1 t
r. ;,�
r
ftiCUMULATIVE
-
ORDERED DOLLAR
PRODUCT DESCRIPTION AMOUNT
OLIANTITY OUANTITY
:3 At Iirix tir: �• : " • `�
J,,.
t'it�"i'�' IC
`���.
P .TAX
1,T;t3N;
tl
GRANITE CO STRUCTION CO.
WEIGHMASTER
t ' ; t
HAUL CHARGE
IGH
GROSS
r1faC �, 3 `!�lkk t'�
; r t' �. +•r'� -�-••�-,-,-
"�
'•►$SAND BY MIN
_
f
nvPRo
:h r
F • *.,
�..
�r Jia1t3��` �#�t=,.r,t�itirrt4t��,r
TARE'.;"z.3F"(30
11.„ (=ret :i.fi:. ��tf. a{
MIN.:LOAD '`
's
BY: ;
CHARGE
.
r
JAPPROVED
NET
;ifi) t tit~) In. Q119 113,,1.',3
Driver X (i ryyi ~f ^ Received By -
I do hereby certify that I delivered the herein named materials at the above RELEASE: I hereby agree not to hold GRANITE CONSTRUCTION CO or . .
named address and saw said materials incorporated into said address. -any of its employees liable for damages inside curb or property line caused,,.''
r. by any'of their equipment, as l have requested delivery on the property for, 4
_ the material listed and hereby acknowledge receipt of same. f-
•
GRRnITE s
consTRurnon
EompAn.ytMN92c.Ev
CONTRACTOR'S &ENSE NO.: 89
ASPHALT / AGGREGATE TICKET NO. 4'13831
WEIGHMASTER CERTIFICATE
WEIGHMASTER CERTIFICATE
THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a
weighmaster, whose signature is on this certificate, who is a recognized authority of accuracy as prescribed JJYII//J(�L
by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions ^,'-,rt,+�•
Code, administered by the Division of Measurement Standards of the California Department of Food and
Agriculture.
- -----
LLAVL I'LANT
ARRIVE JOB START UNLOAD I FINISH UNLOAD LEAVE JOB ARRIVE PLANT
.3
-7
r MAXIMUM UNLOADING TIMES:
ASPHALT: 15 MINUTES (3 AXLE) AGGREGATES: 10 MINUTES (3 AXLE)
30 MINUTES (T/T) - 20 MINUTES (T/T)
ADDITIONAL UNLOADING TIME WILL BE CHARGED AT CURRENT PREVAILING RATES
PLANT
TICKET NO.
T RUCK NO.
TRUCK TYPE
DRIVER
DATE
i��.?`.�:it SG: i
i .f. ;ttl;i .i.
1 fll it'EiJ tI, C)
H? i f Cf"tl t"ii' f` ti
.1 f:)i ll: fi T:;l it 31 FI'C..�#
('t�'t!; P1-11' Y7
CUSTOMER NO.
P.O. NO.
ORDER NO. GRANITE
JOB NUMBER
TX.CD
1),1" j' A91
33 i� iid
51' -Xi I ,h,rt
1-` i V. - T
SOLD TO '
t-lC',RE; ('1011111:,'1 I0A.r') :f ON
DELIVERY ADDRESS E .Ji;ti Yt J`Y'i J k)..°d•.
INSTRUCTIONS t t P ` •t 1 lY�'. t.l r
y�
PRODUCT DESCRIPTION
DATE OF TARE TIME
LOAD CUMULATIVE ORDERED
U/M
PRODUCT DESCRIPTION UNIT DOLLAR
NUMBER
QUANTITY QUANTITY
PRICE AMOUNT
1. 1011 1. 89 11. (:-10
. f:,I.-W3ts F T i:tAS17
11311 TOM,; 1117T{,'V
� !
TAX
GRANITE CONSTRUCTION CO.
WEIGHMASTER
,�
':triizli,('') rf,..'�r:i i:):{+�._
HAUL CHARGE
GROSS
f _�
' STAND BY�MIN.JAPPROVEM
f yrs y F t�i { y
!' .) l; .t�l��l''1[ : 1_I F�I4a11:~
TARE
** SS �F
T.?� / f�t'! A. i, r rA �'), +».) . !�'
MIN. LOAD
CHARGE
APPROVE
BY.
NET
^'7€3t) i is . :►,1.
I;;t,�.t :t
•
Driver X
I do hereby certify that I delivered the herein named materials at the above
named address and saw said materials incorporated into said address.
Received By
RELEASE: I hereby agree not to hold GRANITE CONSTRUCTIONCO. or
any of its employees liable for damages inside curb or property line caused
by any of their equipment, as I have requested delivery on the property for
the material listed and hereby acknowledge receipt of same.
GRRniTE,
L=STRUPan
comPRns'1922E
CONTRACTOR'S LICENSE NO.: 89
t;llll.f;►t:>
TfiR17 1:13 -
ASPHALT / AGGREGATE
WEIGHMASTER CERTIFICATE
7 WEIGHMASTER CERTIFICATE
THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted a
weighmaster, whose signature is on this certificate, who is a recognized authority of accuracy as prescribed
by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions
Code, administered by the Division of Measurement Standards of.the California Department of Food and "ti
Agriculture. i�A1
T � /)1H1', (.a�
TICKET NO. 4 1 3 8 0.O
Driver X
I'doll4er6 y certify tha6 delivered the herein named materials at.the above
named address and saw said materials incorporated into said address.
Received By
RELEASE: 1 hereby agree not to hold GRANITE CONSTRUCTION CO. or
any of its employees liable for damages inside curb or property line caused
by any of their equipment, as I have requested delivery on the property for
the material listed and hereby acknowledge receipt of same.
MAXIMUM UNLOADING TIMES:
ASPHALT:?, 15 MINUTES (3 AXLE) it ,AGGREGATES: 10 MINUTES (3 AXLE)
30 MINUTES (TR) 20, MINUTES (T!n
ADDITIONAL UNLOADING TIME WILL BE CHARGED AT CURRENT PREVAILING RATES
PLANT
TICKET NO.
TRUCK NO.
TRUCK TYPE
DRIVER
DATE
11,:4, 1.3
11:!(wlt;t
Tt f€dw:f.0 € it
fi) '1 TART,"F R
1014A, r1RO 1'! €E:RS
n19/''-:+9
CUSTOMER NO.
P.O. NO.
ORDER NO.
GRANITE JOB NUMBER
TX.CD
t').3:iflif`€1
113
t4l,'`s
SOLD TO
JfJt l€_'s BRUT HF RF, C01-1(144.11(1 2(.31,1 1-;r.i
DELIVERY ADDRESS J fi 1 IN {.i 3raj Jp
1
INSTRUCTIONS r(?P C11�.1,U
7' ~
PRODUCT DESCRIPTION
DATE OF TARE
3w" �ilrlt'1 P
'TIME
�') % (orf:° «1!' } fi C t r"i C 23':7f
• QUANT11
AMOUNT
.I.
77'€
1'1?l'd
��. i'" t
r].� 011")
"V-11.111 €�f- V I't ''11?
GRANITE CONSTRUCTION CO.
WEIGHMASTER
�. {'."
TAX
HAUL CHARGE
GROSS
''i"7'T r(T VIA. 88 c'F,„ r 4')
IN%
STANDBYMIN.
..
�APPMVED
J
TARE
i�;3�'An, 1,'L.64 10.5E, a,
' ,lk'tlhihf€r ! t€it�t€YID
MIN. LOAD
APPROVIED
BY: r
CHARGE
a'
NET
34 80 '17. r'rf 1,'_i„ GIt
Driver X
I'doll4er6 y certify tha6 delivered the herein named materials at.the above
named address and saw said materials incorporated into said address.
Received By
RELEASE: 1 hereby agree not to hold GRANITE CONSTRUCTION CO. or
any of its employees liable for damages inside curb or property line caused
by any of their equipment, as I have requested delivery on the property for
the material listed and hereby acknowledge receipt of same.
. .y
1
�.' .:: {:� J.' .
�.
� F �-
"l
� F
,,
IIS
-
�
�
f
'
. .y
1
�.' .:: {:� J.' .
�.
GRRniTE
conST ulmon,
�ompnn SINCE
t' 1922
CON,,VTRAC
ti,5t,TOR'S LICENSE NO.: 89
Q /
ASPHALT L AGGREGATE TICKET NO -413809
WEIGHMASTER CERTIFICATE
WEIGHMASTER CERTIFICATE
THIS IS"TO CERTIFY that the followingdescribed commodity was weighed, or counted b a
ty 9 Y^
weighmaster, whose signature is on this certificate, who is a recognized authority of accuracy as prescribed
by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions[
Code, administered by the Division of Measurement Standards of the California Department of Food and {
Agriculture. �?� �(,t-it.r7 f"4•;l�ti�4.3.
Driver X
it 111"k-liftCertifyi I t1l�1:
I do hereby that I delivered the herein named materials at the above
named address and saw said materials incorporated into said address.
Received By
RELEASE: I hereby agree not to hold GRANITE CONSTRUCTION CO. or
any of its employees liable for damages inside curb or property line caused
by•any of their equipment, as I have requested delivery on the property for
the material listed and hereby acknowledge receipt of same.
LEAVE PLANT ARRIVE JOB I
START UNLOAD
MOR21
r .t
,I AXIMUM UNLOADING TIMES:
p ASPHALT? 15 MINUTES (3 AXLE) "#Gj EGATES: 10 MINUTES (3 AXLE)
�; ''`'
30 MINUTES (T/T) 20 MINUTES (T/T)
ADDITIONAL UNLOADING TIME WILL BE CHARGED AT CURRENT PREVAILING RATES
PLANT
TICKET
TRUCK NO. TRUCK
TYPE
DRIVER
DAfT4
E9
YY ((11 !
,{NOO.��yy
Tow sop),
BROp E8
/2.AJ r 7
CUSTOMER NO.
P.O. NO. ;`
ORDER NO.
GRANITE JOB NUMBER
TX.CD
SOLD TO
"tri M1c,n IRR-OTHCRS fiC1W3TR1.►('.'i'1014 (".0
DELIVERYADDRESS 1tj T-77.7`7 F(.tw f',t.
INSTRUCTIONS f" OZ. t 11 .i d,! P
PRODUCT DESCRIPTION
DATE OF TARE TIME
fa qt/eq/sr? 111 57:46
CUMULATIVE ORDERED
QUANTITY QUA
PRODU CT DESCRIPTLION DOLLAR
AMOUNT
-I.R.4C.kill
1,I4", I` A); 0 -
L.910 T,,M*< PIE—hII.:
°, f
1 TAX
GRANITE CONSTRUCTION CO.
WEIGHMASTER EIGsH, MASTER
ms
GROSS
r 178, ) t " F!4. t
HAUL HA RGE
STAND BY MIN.
nrPRo
TARE
iJ- 3n- 0 ),1.. 64 1. f4. 'rid,
MIN. LOAD .
CHARGE
naP„ove
BY:
NET
I(gtr#f40 1.:'5« 2; 1.;;3H 111
sl�a o 3 F
Driver X
it 111"k-liftCertifyi I t1l�1:
I do hereby that I delivered the herein named materials at the above
named address and saw said materials incorporated into said address.
Received By
RELEASE: I hereby agree not to hold GRANITE CONSTRUCTION CO. or
any of its employees liable for damages inside curb or property line caused
by•any of their equipment, as I have requested delivery on the property for
the material listed and hereby acknowledge receipt of same.
0
' r
0
I.•. GRRnITE; t:
consmu . Ion
mPR SINCE
�� 1922
CONTRACTOR'S ICENSE NO.: 89
ASPHALT / AGGRELATE TICKET NO. 430420,
VEIGHMASTER CERTIFICATE
' WEIGHMASTER CERTIFICATE
THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a !-
weighmaster, whose signature is on this certificate, who is a recognized authority of accuracy as prescribed I ✓ r v
by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions*
Code, administered by the Division of Measurement Standards of the California Department of Food and
Agriculture. '{�}•M��``tf3 }",�,
Driver X + , _ - � � Received By
I do hereby certify that I delivered the herein named materials at the above RELEASE: I hereby agree not to hold GRANITE CONSTRUCTION CO. or
named address and saw said materials incorporated into said address. any of its employees liable for damages inside curb or property line caused '
by any of their equipment, as I have requested delivery on the property for '
the material listed and hereby acknowledge receipt of same.
MAXIMUM UNLOADING TIMES:
ilr ASPHALT:.,, 15 MINUTES (3 AXLE) fiEGGREGATES: 10 MINUTES (3 AXLE), r ,. �+!
�:t.
t •
M` 30 MINUTES (TR) v ,+1' 20 MINUTES (T/T) ,
�� .
F ADDITIONAAL,UNLO.ADING'TIME WILL BE''CI HARGED.AT CURRENT PREVAILING RATES
PLANT
TICKET NO.
TRUCK NO.
TRUCK TYPE �.( `
DRIVER
DATE
t
CU7S7,0MERNO.-5
P.O.',NO:t ;l;! wf 1.Ji(f' t;tl"+(:
ORDER NW- t N$Ali:.li" 1'—Ik
GRANITE JOB NUMBER
SOLD.T,O)t}(•,,f.}.
DELIVER, Y,.ADDRESS}JfIJE. i{/.'�? SlkJ}�}iFi1kit'}}t,
99.4
INSTRUCTIONS g + '
jv-
PRODUCT DESCRIPTION
DATE OF TARE : ,
"TIME
'ORDERED
0
AMOUNT
rt,'b
•Y.S.7}+i .. . '��+ry A CM,
'(3. 1:30
V4 t1 t-1 !j }Y1}„d
e !
P TAX
`
GRA I,T� CONSTRUCTION CO..
VIIEIGHMASTER
HAA UL CHARGE
GROSS,.
'
STAND BY,MIN.
ti
TARE
`4
f ` ~
MIN. LOAD'
APPROVEC
BY: !',.^1:- 1"r!,'4' f'!F', A':•!"•4. Rr'tl�f'Ari
CHARGE
NET
-. _ ....,
+ F.
Driver X + , _ - � � Received By
I do hereby certify that I delivered the herein named materials at the above RELEASE: I hereby agree not to hold GRANITE CONSTRUCTION CO. or
named address and saw said materials incorporated into said address. any of its employees liable for damages inside curb or property line caused '
by any of their equipment, as I have requested delivery on the property for '
the material listed and hereby acknowledge receipt of same.
L i
s
! ..
•
ti
L i
s
GRRniT
conSTRUI;
COMPA"Hil
CON
,TRACTOR'S-,WCENc
"2f
�,ASPH40r AGGREGATE TICKET NO. 4138,32
PIGHMASTEWCEPTIFICATE
a.
NCEWEIGHMAS*fA CERTIFICATE
9�2, THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a
t7 weighmaster, whose signature is on this certificate, who is a recognized authority of accuracy as prescribed
NO.: 89 by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions
Code, administered by the'Division of,Measuremeni Standards of the California Department'of Food and
Agriculture.' I Jkl)h I t;
LOAD LEAVE PLANT
CT -0211F
FINISH UNLOAD LEAVE JOB ARRIVE PLANT
L
�-M" mum GNLOAWNWTIMES:
ASPHALT" 15 (3 MINUTES AXLE)''
� 1.
A ; " , , 1 -,.,AGG 11�9ATES: 10 MINUTES (3 AXLE).
'..
30 MINUTES (T/T),
20'MI NUTES (T/T)
A D D I T'I O'N A: 11'u N L 0 A D I IN G T I vV I L •L,, B1 H A'-RG,�,(D AT-'.CU.RR.E"NT PREVAILING RATES
i111
PLANT
TICKET,NO.
TRUCK NO.
CK
93 C
-4 - 9 40%
V Jr 0111*f--R
13
CUSTOMER NO.
P.O. No.
ORDER NO.
GRANITE JOB NUMBER
TXCD
IS do) I
SOLD TO
V vo I f if, ks tV111.STl'0 IC"T 10N
C0
DELIVERY ADDRESS J11Tt ft�ljl.jl,
A
INSTRUCTIONS
It"
PRODUCT DESCRIPTION
E OF TARE TIME
T t 3A VINPI
�z S) &IN10
LOAD U/M
PRODUCT DESCRIPTION UNIT DOLLAR
NUMBER
PRICE AMOUNT
P
I ON
-01 r. 513
(4.00
14,114-11 MAX AIDED
11"Tk T C
-;VqRANITE CONSTRUCTION CO.
WEI GHMASTER
TAX
HAUL CHARGE
GROSS
STAND BY MIN.
`APPROVE
APPROVE
-1
MIN. LOAD
TARE
-WP64I f-. 3P At
Tf;-nN EMIr
BY:-
CHARGE
NET
47000 2,L 1,--j R-- ii 3P
Driver X d Received By;16".
ifdofile--re' bfil &e4ritify'AH I I delivered th herein named materials at the above RELEASE: I hereby agree not to hold GRANITE CONSTRUCTION CO. or
named address and saw said materials incorporated into said address. any " of its employees liable fo;dam-agesInside'durb or property line caused
1. by;a any
of their equipment, as'l have req6ested delivery on the property for
the material listed and hereby ackho ledge'receipt of same.
ASPHALT / AGGREGATE TICKET NO. 42,7331
GRRniTE
q y
WEIGHMASTER CERTIFICATE
�onsrRuc�on • � � �, • . - ..
�omPRny SINCE �� ' WEIGHMASTER CERTIFICATE r<, ��,�JV (,
V
1922" 1 THIS IS TO CERTIFYAhat the following described commodity was weighed, measured, or counted by a
weighmaster, whose signature is on this certificate, who is a recognized authority of accuracy as prescribed
,6CONTRACTOR'S LICENSE NO.: 89 S by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Proi s(1
r -i" {'• Code, administered by the Division of Measurement Standards of the California Department of Fo d 'tr;
Agriculture. 1.1fc_iu I
Driver X " y
do hereby certify that I delivered the herein named materials at the above
named address and saw said materials incorporated into said address.
Received By
RELEASE: I hereby agree not to hold GRANITE CONSTRUCTION CO.. or
any of its employees liable for damages inside curb or property line caused
by any of their equipment, as I have requested delivery on the property for
the�-material listed and hereby acknowledge receipt of same.
4.1
r' r
MAXIMUM UNLOADING. TIMES:
ASPHALT: `'15 MINUTES (3 AXLE) � , AGGREGATES: 10 MINUTES (3 AXLE)
30 MINUTES (T/T) 20 MINUTES (T!� '
ADDITIONAL UNLOADING TIME WILL BE CHARGED AT'CURRENT PREVAILING RATES
PLANT
TICKET NO.
TRUCK NO.TRUCK
TYPE c
DRIVER
DATE
r"._`i? ?fity i. '!
•cr? i':3.:i _,., ,
`;SCC,
&I f 1ti `ti"Iii i^i^,9;(f
fi► k.!'•3" .a
CUSTOMER NO.
P.O_ NO.
'ORDER NO.w
GRANITE JOB NUMBER y.
TX.CD "
I);3!2iaoA.
SOLD TO f
:11"31.1! a �'#7F'E17'i ik.Frr; .(:i�t•1 i`F'1.t#;'i"std #"t" `
DELIVERYADDRESS .ft.)�`t Jv�Jr •: i� .1"k.,.1.i,. /( /
T
•VL/�(/,J��
��, %%% O
I Z� 7/ ,/ z
INSTRUCTIONS y 1• (3111. f I4p,f k 1
PRODUCT DESCRIPTION.. DATE OF TARE TIME
'xt- 4, 1111
LOAD U/M CUMULATIVE ORDERED PRODUCT DESCRIPTION DOLLAR
NUMBER QUANTITY QUANTITY AMOUNT
• 1. `#1yi•1 ,:1::i.!)!� , • _ `�»f�i(�? �.r:t��' 1�1t�;;::�'kk�:1� - ,
L J4,177� I i.;�1�i�a 1~11 '3'`f? .1;
, GRANITE -CONSTRUCTION CO.
`- WEIGHMASTER
TAX
"
GROSS
HAUL CHARGE
STAND BY MIN.
APPROVEC
•
\\%:.I�,.•
1�13i�kri�' i t �t kWl k 11�3(?t't�,
TARE•
,3:3, 01 :1 ` „ �1 4.4.40 �
MIN.ARGE LOAD
JAPPROVED
J
BY:-
NET
11s-�0C)I:3 k.I.; , C.IC.) 4 , ;,:1.
(n -
Driver X " y
do hereby certify that I delivered the herein named materials at the above
named address and saw said materials incorporated into said address.
Received By
RELEASE: I hereby agree not to hold GRANITE CONSTRUCTION CO.. or
any of its employees liable for damages inside curb or property line caused
by any of their equipment, as I have requested delivery on the property for
the�-material listed and hereby acknowledge receipt of same.
i
ASPHALT /.AGGREGATE TICI<ET•No.:413918,
GRRnrm k
rconmumon : r
WEIGHMASTE►R ,CERTIFICATE ,
�ompnm SINCE WEIGHMASTER CERTIFICATE 1 I 1' <�n
1922, THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted.tiy X1111
weighmaster, whose signature is on this certificate, who is a recognized authority of accuracy as prescribed ✓1
C0NtTRACTOR'S LICENSE NO.: 89 by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions ,
lJ(tit y e Division of Measurement Standards of the Califomia Department o(PPood and f i'�; rtX'
Code, b 1h 'f
i Agriculture.
LOAD
LEAVE PLANT ARRIVE JOB LEAVE JO ARRIVE PLANT
START UNLOAD FINISH UNLOAD
r'
MAXIMUM UNLOADING TIMES:
ASPHALT: 15 MINUTES (3 AXLE) AGGREGATES:' 10 MINUTES (3 `AXLE) .•
30 MINUTES (T/T) .• 20 MINUTES (T/T)
ADDITIONAL UNLOADING TIME WILL BE CHARGED AT CURRENT ,PREVAILING RATES
PLANT
TICKET NO.
TRUCK NO.
TRUCK TYPE
DRIVER
DATE
4:1 -;a
CUSTOMER NO. =-
P.O. NO. # -• .''S
ORDER NO. „ '; ,
(GRANITE JOB NUMBER '- T .: It " -
•TX.CD _•..
SOLD TO
Jt: NP -1,. V:;1<0'i Nfi('*f,_ f:i'JNR` ro.l(.`i'u)w E;CJ y 4
DELIVERYADDRESS
INSTRUCTIONS ; }
PRODUCT DESCRIPTION - :+
DATE OF TARE `{, i' ,� ''�Arfiii(ti�— .'. TIME
v
I' I. aFI�V-.,I11l i
r)9/'�0/94� �, ` !>i'",a Cid a li :�
�
@I11 U/M CUMULATIVE ORDERED
PRODUCT DESCRIPTION UNIT DOLLAR
QUANTITY QUANTITY
PRICE AMOUNT
GRANITE CONSTRUCTION CO_.
WEIGHMASTER -
TAX
HquLCHARGE
r
GROSS
`��.(W �'� 3s'l "'ef „ne.
r 4
i� �.
"STAND BY MIN..
JAPPROVEC
TARE •
3J,72Q) 1•:J 1.xt
MIN. LOAD
aPPRo
BY: -
-
CHARGE
NET
j>t+ :i.`r!�`t
Driver X
r,
I do hereby certify that I delivered the herein named materials at the above;
named address and saw said materials incorporated into said address.
Received By
'RELEASE: I hereby agree not to hold.GRANITE CONSTRUCTION CO: or. t.
any of its employees liable for, damages inside curb or property line caused
by any of their, equipment, as I have requested delivery on the property for
the material listed and hereby. acknowledge receipt of same.
L � �
� � �
i � _ � � ,
GRnniTEt
tonsTRucTion.
comPRnm S19 2E
CONTRACTOR'S LICENSE NO.: 89
ITIRI . :fila
ASPHALT / AGGREGATE TICKET NO -413937
WEIGHMASTER CERTIFICATE
WEIGHMASTER CERTIFICATE
THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a
weighmaster, whose signature is on this certificate, who is a recognized authority of accuracy as prescribe(!
by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions' (n
Code, administered by the Division of Measurement Standards of the California Department of Food; nd
Agriculture.
Driver X 4
Irdo hereby certifyftli 6'deHvered the herein named materials at the above
named address and saw said materials incorporated into said address.
Received By
RELEASE: I hereby agree not to hold GRANITE CONSTRUCTION CO. or
any of its employees liable for damages inside curb or property line caused
by any of their equipment, as I have requested delivery on the property for
the material listed and hereby acknowledge receipt of same. ,
MAXIMUM UNLOADING TIMES:
AS 15 MINUTES (3 AXLE) AGGREGATES: 10 MINUTES (3 AXLE)
30 MINUTES (T/T) 20 MINUTES (T/T)
AD.D.IT,I,Q.NAL UNLOADING TIME WILL BE CHARGED AT CURRENT PREVAILING RATES
PLANT
TICKET NO.
TRUCK NO.
TRUCK TYPE
DRIVER
DATE
1...,_4 /
:rt_jj4r:: Lj)
ff ..I.;�{.ti�61; F FR*
09/.. 0/197
CUSTOMER NO.'P.O.
NO. '
ORDER NO. J
GRANITE JOB NUMBER
TX.CD
SOLD TO
DELIVERY ADDRESS f t f? 1 ty�.; �,.� I• r%. Y i
INSTRUCTIONS
PRODUCT DESCRIPTION
DATE OF TARE U L' ' TIME
1.a x 05 qtr)
LOAD U/M CUMULATIVE ORDERED
DOLLAR
NUMBER • .AMOUNT
TAX
GRANITE CONSTRUCTION CO.
WEIGHMASTER
GROSS
r4 t.t,)`1 .3'>14
HAUL CHARGE
STAND BY MIN.
f
APPrq VEC
-
TARE
11 7;? 15. 8 6 1. iii « .39 a
1 11NNr HF—Mh1F
MIN. LOAD
CHARGE
APPROVE
I
'
BY.
"
•
NET
�tr.?�!14,0 ,-`1 .2 4•' 1til P'. -i
Driver X 4
Irdo hereby certifyftli 6'deHvered the herein named materials at the above
named address and saw said materials incorporated into said address.
Received By
RELEASE: I hereby agree not to hold GRANITE CONSTRUCTION CO. or
any of its employees liable for damages inside curb or property line caused
by any of their equipment, as I have requested delivery on the property for
the material listed and hereby acknowledge receipt of same. ,
11
_ r
t
I r ■
7
11
_ r
t
I r ■
t
I r ■
sRRn1TE-,..,
consmuLmon,
INC
compno I1922E
CONTRACTOR'S LICENSE NO.: 89
Clkfy,313 t34-4-4 1c, 1.
TICKET NO. 413810
ASPHALT / AGGREGATE
WEIGHMASTER CERTIFICATE
WEIGHMASTER CERTIFICATE
THIS IS TO CERTIFY that the following des6ribed commodity was weighed, measured, or counted by a_
weighmaster, whose signature is on 'this certificate, .who is a recognized authority of accuracy as prescribed
by Chapter 7 (commencing with Section 12700) oQDivision5 of the California Business and Professions
Code, administered by the Division of Measue(iment'Sfanda , rds of the California Department of Food
Agriculture.
LOAD LEAVE PLANT :ii fq 161 all kq p [671, 8�
.4.
MAXIMUM UNLOADING TIMES:
ASPHALT:' 15 MINUTES (3jXLE
i , }AGGREGATES: 10 �PUTII
-'%7 " =-S (3 AXLE;
T
INUTES'
20' MINUTES
(TM-'
44
TIME WILL BE CHARGED AT CURRENT
PREVAILING R AT E'S'
PLANT
TICKET NO.
TRUCK NO.
TRUCK TYPE
DRIVER
DATE
o fO'clopl-6
OF
CUSTOMER NO.
P.O. NO.
ORDER NO.
ANTE JOB NUMBER
,TXCD
RIV--T
SOLD TO
F*k*H(,1,-1 raw
cl-)
DELIVERY ADDRESS4
,.,j:Vf. ru-5.)
INSTRUCTIONS
PRODUCT DESCRIPTION
DATE OF TARE
4_ TIME
I'l irl-v"PIN
R9 SIT
U/M CUMULATIVE ORDERED
QUANTITY QUANTITY
UNIT DOLLAR
PRODUCT DESCRIPTION
PRICE
AMOUNT
A
Ttw,Pir T -R 1 r
GRANITE CONSTRUCTION CO.
WEIGHMASTER
TAX
GROSS
Y,
HAUL CHARGE
791380
'
M VEC
PfAND BY MIN.
{"i) f,1111111E
MIN.
APRUVED
BY:
LOAD
CHARGE
f
NET
80
L
Al . I
IIS" 1
;Driver X
AA
•l,do'hereby,,ce'rtify,-,thatil,deliv,breiI th- N ein named materials at the above
• named address and saw said materials incorporated.into said address.,
A.
A
Received By I r X1,11 '_1
'RELEASE: I hereby agree not to hold GRANITE CONSTRUCTION CO. or
,4ny of its employees liable for damages; inside curb or property line caused
by any of their equipment, as I have requested delivery on the property for
J,
the material listed and hereby acknowledge receipt of same.
- �
� � .;
z
..
T B
�...�
..
z
..
.. � .
1, rjl&ni-m - .,.
consTRumon
1INCcom-pno I1922E
CONTRACTOR
4-J. 'S LICENSE NO.: 89
k hi E'o4�jo El
ASP HALT�l
i;Ad'GREGATE-
WE1QHMkSTE0t CERTIFICATE
)(SATE
--j)gEjb46ASTER CERTIFICATE
THIS IS TO CERTIFY ihiat,Lhe follow W:, dss'criti�v om. ty s weighed, measured, or counted by a
0, who ia
weighmaster, whose 1'� recognized authority of accuracy as prescribed
(co signature
R - ';g!' �
by Chapter 7 (commencing :it�(&cti6n 1 0) of Division 5 of the California Business and Professions
Code, administered by the Divisibn--oi`tAe*as&ement Standards of the California Department of Food and
,Agriculture.
LOAD
LEAVE PLANT ARRIVE JOB
START UNLOAD
FINISH UNLOAD
•-T-1
MAXIMUM
UNLOADING TIMES:
,ASPHALT: 15 MINUTES (3 AXLE) j
AGGREGATES:. 10 MINUTES(SIAXLE)
30 MINUTES (T/T)
20 MINUTES-ft/T)
�iAPjD'I,T`I'ONAL UNLOADING TIME WILL
BE CHARGED AT CURRE.Nj PR,4yAILING RATES
PLANT
TIC �'NO.
TRUCK NO.
TRUCK TYPE
DRIVER
DATE
CUSTOMER No,
P.O. NO.
ORDER NO.
-]'GRANITE
JOB NUMBER
TXCD
RTC r V
SOLD TO 'i
DELIVERY ADDRESS 7
T
INSTRUCT
*nz
PF6DUCT DESCRIPTION
DATE OF TARE TIME
r I A I ORDEREL)
we OUANTITY
PRODUCT DESCRIPTION UNIT DOLLAR
PRICE AMOUNT
-
1` 4 - 41"
A. 84'
-4
IlkT�x
TUI,M PIETR IC
GRANITE CONSTRUCTION C.
WEIGHMASTER
HAUL CHARGE
GROSS 01 -5-3 P) E 134
!PROVEC
STAND BY MIN.
TARE 24500 i MIN. kQAD APPROVE
zBY-.,,
CHAOGE•" rt
NET
Driver X
f the. h
do�h6r66Vp'ettitylthatitd;li�er(§d
named address and saw said materials
Received By
-nard'i� I rias -at 'the RELEASI
rein -I-s^at�l E: I hereb gree not to hold GRANITE CONSTRUCTION CO. or -
ncorpora d i tosaid, adcfiQ7-, any of its emplojees liable for dar�ajes-lnside curb or property iine caused
1(06ested de
4' b any of their'equipment, as I h delivery 6nthe propertyI
y ave ' r
-the material listed and hereby ackri edge receipt of same.
i
" 1 !
1 GRRniTE,.
ConsTRucTIon
tompno 51922E
CON,,RACT OR'S LICENSE NO.: 89
TA10-: 114
ASPHALT / AGGREGATE TICKET NO.414170
WEIGHMASTER CERTIFICATE
WEIGHMASTER CERTIFICATE k ;
THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a
weighmaster, whose signature is on this certificate, who is a recognized authority of accuracy as prescribed
by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions
Code, administered by the Division of Measurement Standards of the California Department of Food, and
Agriculture.; i i y
iii 'I.
a
W-11TI =:I W-11 0 a
START UNLOAD j- FINISH UNLOAD LEAVE JOB ARRIVE PLANT
MAXIMUM UNLOADING TIMES:
ASPHALT: 15 MINUTES (3 AXLE)
AGGREGATES: 10 MINUTES (3 AXLE)
30 MINUTES (TR)
20 MINUTES (T!f)
ADDITIONAL UNLOADING TIME WILL BE CHARGED AT CURRENT PREVAILING RATES
PLANT
TICKET NO.
TRUCK NO.
TRUCK TYPE
DRIVER
DATE
LR
�f•:I.���.',
�'t7h� F4
Fa
'I 1,�taiG>rr�l
�I �I 1r~w""; r;tiCicnf���
CUSTOMER NO.
P.O. NO.
ORDER NO.
GRANITE JOB_,NUMBER w ; w,y -.-.-
:TxXP-. : r
SOLD TO
DELIVERYADDRESS4
rip
INSTRUCTIONS
PRODUCT DESCRIPTION
DATE OFTARE TIME
TO it DEEM(:)
09/29/9-11 1.2 a 0(7, x :t. 4
U/M
CUMULATIVE ORDERED
PRODUCT DESCRIPTION DOLLAR
OUANTITY QUANTITY
AMOUNT
1'tJG
SONS) Mr7M` C.
TAX
GRANITE CONSTRUCTION CO.
WEIGHMASTER
1
GROSS
rt
-'0l�J('l ul, �ft'�w l'+(`l ' fX'�
HAUL CHARGE
.fit t.
a �
STAND BY MIN.
JAPPROVED
TARE
e"}32flf3
1 T, 6 i 1,R. y3r., �
t T.��]R1ra:�iliEx 1 f`?_1t.1Ij��'1"
AMR
ovo
BY:
R 1 + i� I
,r F=
MIN. LOAD
CHARGE
NET
706'/Elo
F18. 36 P" . 7.3
_ 04;:fcLlo ;3
•
Driver X
I dI'll ereby` certify?''thattI delivered the herein named materials at the above
named address and saw said materials incorporated into said address.
Received By
RELEASE: I hereby agree not to hold GRANITE CONSTRUCTION CO. or
any of its employees liable for damages inside curb or property line caused
by any of their equipment, as I have requested delivery on the property for . w
the material listed and hereby acknowledge receipt of same.
��
I. r
G�RI�ITE ,ASPHALT /AGGREGATE TICKET NO.414171
ConSTRLlmaII. WEIGHMASTER CERTIFICATE ,
, f
laimpAnsSINCE; f WEIGHMASTER CERTIFICATE j
f 1922 THIS� IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a
Zljtina'ster, whose signature is on this certificate, who is a recognized authority of accuracy as prescribed
CONTRRACTOR'S LICENSE NO.: 89 by Chapter 7.(commencing with Section 12700) of Division 5 of the California Business and Professions
1+a�•t Cod"e; administered by the Division of Measurement Standards of the California Department of Food and
Agriculture./ `- Ivid J {a ll(x->r+(•-.f.l°�
LOAD LEAVE PLANT
START UNLOAD FINISH UNLOAD
• .E. L'.£
MAXIMUM
UNLOADING TIMES:
ASPHALT: 15 MINUTES (3 AXLE)
AGGREGATES: 10. MINUTES (3 AXLE)
30 MINUTES (T/T)
20 MINUTES (T!f)
L ADDITIONAL UNLOADING TIME WILL
BE CHARGED AT CURRENT PREVAILING RATES
PLANT tyt
TICKET NO.
TRUCK NO.
TRUCK TYPE
DRIVER
DATE
�'c:'.';, A0j I
qf1if#5i"E
f:
� C}€�r � PRO!g ��r r�E Kim
CUSTOMER NO..
P.O. NO.
15TDER NO.
GRANITE JOB NUMBER
TX;CD.
SOLD TO r
!µ
,rOr !�: r-3RO•I•k it: P"Ll V.'(-J14c'1)1'R Jr.T TON
co
DELIVERY ADDRESSI`1 t.`�.-t11l`i I" I.i. i.:; I+Nt�lt:t••(t,l PUR
INSTRUCTIONS
PRODUCT DESCRIPTION
DATE OF TARE TIME
1 f;)1I?Es(`1i�
.t
(119 P9 97 L2 p 0(, C :1.OR)ERED
• •UACNTITY 1
PRODUCT DESCRIPTION DOLLAR
AMOUN
ia-r•f')ra ;3rd.16 .�i
(%�, (Ir -I
Ci�fl)1:Ei rir:t;Y(:j.k
1 .W3 7
GRANITE CONSTRUCTION CO.
WEIGHMASTER.
TAX
GROSS
F
('7840
_ �w _
HAUL CHARGE
STAND BY MIN.
TARE
E�,3r`at��4 ! 1.. (-A 10-56 *'
� �,tlt`i���� tI {)gC. MIN.
LOAD
fAPPPAWM
BY:
CHARGE
�.
NET
4";t:,0 P. P8 C1111 (417
1
Driver X
I dothereli certifyt'thattlfidllivered the herein named' materials at the above
named address and saw said materials incorporated into said address.
Received By r '
RELEASE:'I hereby agree not to hold GRANITE CONSTRUCTION CO. or
any of its employees liable for damages inside curb or property line caused
by,any of their equipment, as I have requested delivery on the property for
the material listed •and hereby acknowledge receipt of same.
t