3935NOTE: l
With proper validation, Q
this form constitutes an
i' encroachment permit CITY,, OF LA:. QUfNTA
APPLICATION; FOR PERMIT
r ' PUBLIC WORKS•.CONSTRUCTION -(ENCROACHMENT).':��.
OF TRB�
For'the construction.—&' public' :or private : curbs; driveways, 'pavements, sidevvalks;. parking lots, sewers;: water.!mains - ;
and;'other like, public works improvements' in connection with MIND R•:IMPROVEM,ENTS and APPROVED SUBDIVISIONS''
Subdivision'Imp�oveme.nit Permit --;Class III ,
DATE: �wiili 18.E 2003''. Minor Improvement Permit Glass IV
LOCATION OF CONSTRUCTION Tiaiet, 2906— E3seafi6var DrIve:' southwest Avinue ,50' amd Washingtoa
Jr
(Street address oe Description of Location)
PURPOSE OF;CONSTRUCTION $e�r8r' Iin®•.exteii�eia ''Sketch'•(attach construction plans if appropriate)
r DESCRIPTION OF: CONSTRUCTION 15" sewer- lino • ln. '
Eiaetthot »r
! See: .At�acihid �3pec�l 'Cond�>tious
I' DIMENSION OF INSTALLATION O•R REMOVAL 4',452-LB..of :' a
>9@Wt1T 3 tit
I REFER TO ,G�V.W.0, SEWER,UTILITY
r : N/A FLANS "ISRUTS 28675--28680)
SIZE OF: EXCAV.ATION', I.F NEEDED
APPROXIMATE TIME- WHENWORK WILL BEGIN , JUae .23.' 2001.
APPROXIMATE TIME OFCOMPLE'TION+
"',ESTIMATED GO.NSTRUCTION COST $ 544�'063.00
",
4x,,.11ncluding removal of.all obstruction; materials, and,debris,`backfilli'ng; com
,pa6ti6h and, placing.permanent. resurfacing ,and/or. reola6ing•irhprovements`).
In consideration, of ,the granting of this permit the applicant hereby agrees to
dam
mnify;.:defend,and save the Ct�,, its. authorized' agents, ..officers; represeritatrves arid"employees; harmless.from'and against any and all
penalties,''liabilities or,rloss resulting f om claims or court action and arising out of any accident,•loss. o.r.damage to persons'or..property .
happening or occurring.as.a proximate,result'of any work undertaken under the permit granted pursuant to this application:.i
Notify the Administrative Authority at least, twenty-four• (24) hours "iri' advante, of the time,when'work will be started
Comply'With all applicable City Ordinances, the terms and 'conditions of the permit.and all applicab a "rules. and.regul'ations of the City of .
La Qulnta and to pay for any additional replacement -necessary as. ,the result of this .word: :.
Signature of A/pplicant orr'Agent
IVall 6e LA Quints.. Cove., Li,C 9"S68 ilibe>rr . i >i : ' Sul tel l .. n L ao 02131. (619) ` 111-3048.
Name of Applicant (please .print) Business;Addres� Telephone No..
Trans Test Housi'-na,, 'Inc �"y e � ho�r+� s
Name -of Contractor and Job Foreman :Business Address Telephone No.
. B•701039 04972.+
Contractors .License No.. City Business L• icense No:'
Evaraiat 1Tidatmiity' 1hAurxtn6i Ccsmn vtv 1 TMnk2f%7IQ
Applicant's Insurance Company PoiicyN,umtier (�
:. nn
r !'1
FEES: Subdivision Improvement Permit — Classy 1I
Public, improvements: Wof estimated construction costs
JUN"•2 3 2003
Private improvements: 3% of estimated construction, costs CIT1! Or LA QUiNTA
Minor.. Improvement Permit —'Class IV: See attached schedule. 1 n. ' 'ANCE DEPT:
'{ �»
16*121..89
;Inspection Fee $ PERMIT VALIDATION
Permit Fee
PERM.IT.NO. 3935
Penalty, 2003
Cash. Deposit Surety Bond DATE -APPROVED. June 18.
if,r
e wired .
i' q EXPIRATION DATE June30* 2004
:. TOTAL: $ 16,421.89
DATE ISSUED
_ r Receipt No:
Receive
d by Date Administrative Authority.
Recorded by Telephoner (760) 777-7075
NOTE:
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
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
Subdivision Improvement Permit - Class lll.
DATE: t9,0 3 l ,\ Minor Improvement Permit Clas IV
. LOCATI.ON.OF C.ONSTRU"CTION, L�-l<e✓i�d/+N�_? CJ/�'I V� 'l D y(lnl
(Street address or De cription of Location)
PURPOSE F CONSTRU TION S'l?ut/Pl �Ne. 0-4 N�� Sketch (attach construction plans if appropriate)
DESCRIPTION OFFONSTRUCTION wC 'e'.✓fl? !22
i.t. �lSe� tANC�I
DIMEWION OF INSTALLATION OR REMOVAL -
���,,�e/� /ire
SIZE OF EXCAVATION, IF.NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN Cam- ZID-3
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $
(Including removal of all obstruction, materials, and debris, backfilling, com-
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 frorn 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 Orson's 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 conditionsof the per 't d all p • icable ru and regulations of the City of `
La Quinta and to pay for any additional replacement necessary as the result o tKi or .
Sigr7ture of pplicant or Agent
1 VAS &e'
La 0u;�/► � C'o? e 1' G.C'. mg m4-4 CZ .sad- /02 ���, ���. i2I �
Name of Applicant (please print) Business Address Telephone No.
r� f Syr.1r 'V � f' as , �2ye g _ O
Name of Contractor and,Job F eman . Business Address Telephone No..,
13 0ZQ39' 0417Z
Coritractor's License No. City Business License No.
L tier i�� -/ . Llde /I✓)646 71k
Applicant's Insurance Company Policy Number .
FEES: Subdivision Improvement Permit - Class II I
Public improvements: 3% of estimated construction costs
Private improvements: 3%.of.estimated construction costs'
Minor Improvement Perm`it+- Class IV: See attached schedule N 0
Inspection Fee $, ` �~ _ + y� PERMIT VALIDATION
/p0. OD
Permit Fee PERMIT NO.
Penalty ,
Cash Deposit -Surety Bond DATE APPROVED
if required EXPIRATION DATE
TOTAL`: $ [tp
DATE:ISSUED
Receipt No. By
Received by Date' Administrative Authority
Recorded by - Telephone:'(760) 777-7075 . , -* r'
Se!,JfO•lh. ''fll:j L:II.1F'll. JONES BROS CONST 760 398 21711j.F,i$c
Ni
JONES BROS. CONSTRUCTION. CO.
GRADING, PAVING, UNDERGROUND ANb EQUIPMENT RENTALS
88 AVENUE SY' P. O. BOX O08 • COACHELLA, CA, 02236
lL?9
r ya3•:`: `' TELEPHONE: (TOO) 2.47.2Ya1
LIC. NO.172092
PROPOSINO. 649-D CONTRACT NO.
�I
PROPOSAIBUBmum)TO: PHONE FAX DATA
65"6s-3003 868.853.3D01 9119102
NAME: —
TRANSWEST HOUSING r3EWER (OFFSITE)__
ADDRE88: — -
9968 HIB RT STREET #102 LA QUINTA
CMVAND TATC; ARCHITECTIENGINEER: SATE OF PLANS
SAN DIegO, CA 92`131 MAINIERO BMITH 3 ASSOCIATES 1214101
ATTENTI . PROJECT PLANS NO. AMDTITLE
BOB HA10. TR#28430 -
Wa hereby I opa;e to fumluh the iwcasyory equipment, labor, end mal"a—required to perform fhe fdloMnp works:
ITEM 0I DESCRIPTION QUANTITY UNIT PRICE TOTAL PRICE
1.) 8" VCP 5111 LF $ee.Ae $363,118:88 .
1) BREAKOUT 1 EA $1,440,00 . $1,440.00
3.) MANHOLES ISEA $1500.00 $63,000.00
4.) i STUBS 8 EA $360.00 $2,880.00
5.) TIE IN ' 1 EA $980.00 $960.00
6.) PAVING 4" AIC OVER 0" CLASS II BASE 61,332 SF $2.00 . $122,664.00 „
TOTAL mz K$54 .062.99
BID BA> ED ON UNAPPROVED PLANS AND MAY CHANGE UPON -REVIEW OF SIGNED PLANS AND PERMITS _
SEE ATTACHED STIPULATIONS `
JONES PROS. TO BE INDEMNIFIED FOR FINES AND/OR TICKETS FOR DUST CONTROL AFTER COMPACTION
COMPLETE IN SEGMENT WHERE WORKING
IF ROCKIS ENCOUNTERED, WORK WILL BE DONE ON A TIME AND MATERIAL SABIS • '
PRICE 90ES NOT INCLUDE CONCRETE. RESTORATION OR TEMPORARY PAVING
'PAVINCy TO BE MEASURED AND PAID FOR BY UNIT PERMANENT PAVING $2.009F f TEMPORARY $1.06.
EISENHOWER ST. TO BE CLOSED DURING CONSTRUCTION
JOB DU�tATION 30 WORK DAYS
Buyer end Sailer agree this the penerei learn and corldtttorte attached, herw are pert of this apmemem am t aumhly understood _
Notice: Additional Toms and Conditions an Attached.. Read Before Signing-- Buyer to el both aides.
ACUPTED F BUYER
By Submitted By
Title Bate Approved By
Itle Date
c owe/ �<
JUN-16-200-7 MON NAME: P.
I •
r
Mar, �dfi•lh. ^fQ ,:Q;F'jr JOIVES BR
OS COMST -760 380 201�'1•F3iil. �•`''
/ .• , L/ . 2
JONES BROS. CONSTRUCTION CO.
GRADING, PAVING, UNDERGROUND AND EQUIPMENT RENTALS
88482 AVENUE 92" P. O. 9CX 906 " COACHPLLA, CA 92236
TELEPHONE 1y80) W,2291
LIC. NO.172M
PROPOSAL NO. 644 CONTRACT NO.
PROPOSAL. SUBMITTED TO: PHONE FAX
E'
89B�3J-3003
a58.853• 3001NAM
DATE
MARCH ZY d002
TRANSWEST HOUSING
PROJECT "
WATER OFPr81TL
ADDRESS:
LOCAYION:
9968 HIBERT STREET 9102 '
LA QUINTA
CITY AND STATE:
tiAN CA 9213/
ARCIGTPCVENGINEERi
DATE
DATE OF PLANS
SMITH & ASSOCIATES 12(04/01
BOBHAIG ATTENTION:
BO
PROJECT PLANS NO, AND TITLE
TR029436
W8 hereby propooe to furnish the naoemary equipntent, labor, and mate11e10 ragUtred to perform the following works:
ITEM;? DESCRIPTION
QUANTITY
UNIT PRICE
TOTAL PRICE
1.) 18" DIP
4028 LF
$42.08
$189,488.24
2.) 18" BUTTERFLY VALVES
6 EA
$3,380.00
$ig,000.00
.3.) 12" DIP STUB LINES
-3 EA
$3,603.00 .
$10,889A0
4.) 12" VALVES
- 2 EA
$1,168.00
$$318.00
6.) 2" AIR VAC
1 EA '
$1.426.00
0.) 8" BLOW OFFS
3 EA
ti800.00
$2,400.00
7.) COLD MIX PATCH (IF NEEDED)
16,112 SF
$1.00
$16,112.00
8.} TRAFFIC CONTROL
INCLUDED
$0.00
9.) TEST
INCLUDED
$0.00
10.) CHLORINATE
INCLUDED
,INCLUDED
$0.00
.11.) BACTERIA TEST
12.) SET METER BOXES
"
INCLUDED
$0.00
13.) RAISE VALVES TO DIRT GRADE
a
INCLUDED
$0.00
"•PERR9AN .
*"TOTAL-
$219,60,24
ENT PAVING (IF NEEDED AND NOT INCLUDED IN THIS PROPOSAL] WILL BE DONE AT $2.80 PER SQ FT""
BID BASED ON UNAPPROVED PLANS WHICH MAY CHANGE UPON REVIEW OF SIGNED PLANS AND PERMITS
SEE ATTACHED STIPULATIONS
)ONES BRAS. TO BE INDEMNIFIED FOR FINES AND/OR TICKETS FOR DUST CONTROL AFTER COMPACTION
COMPLETE IN SEGMENT WHERE WORKING -
IF ROCK IS ENCOUNTSREO, WORK WILL BE DONE ON A TIME AND MATERIAL BASIS
I
3uy8r and War agree that the general terms and conditions attached, hereof are part of this agreement are thoroughly tmdemtood. ,
Notice: Addltlonal Terms and CondWons are Attached, Read Before Slpnin — Buyer to •I ti both aldas.
4CCEPTED FOR BUYER .
' 3y S4bmltted By r �,
title Date Approved By ;
Title Date .
I
JUN-16-2003 11011 17:�12 TEL: NAME: P. 2
City of La Quinta
The following General and Special Provisions Arq attached to and made a part of
Permit Number
The following shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way
ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission
from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved
surface unless. fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving
during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal shall be replaced in' kind. In the event it becomes necessary to remove or
cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains
shall be kept free of debris at all times for proper drainage.
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations'shall be removed from the right of way. All
paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter.line
and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker
shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill.
DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the
responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for
the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time,
permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7075 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized
by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
permittee.
® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall. be surfaced
with (** N/A **) inches of A.C. paving placed on ( *" N/A **) inches of ( "" N/A **) aggregate sub -base course.having an
"R" value of not less than (** N/A **) and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch, ('/<") to one foot (1').
® R6 GRADE CHECKING: City of La Quinta shall.check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ("* N/A **) feet shall
be removed. Curb and/or curb and gutter shall be saw cut prior to.removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be two and a half inches (2 %") of A.C. paving on (** N/A **) of class (** N/A "* )
aggregate base.
® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be, assured and maintained at all
times.
® R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
City of La Quinta
® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is'encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
® R17 .BACKFILL PLACEMENT: Backfill shall beapplied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of three feet (3') lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall. not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
® R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the placement of the temporary pavement exceed a five (5) day limit.
® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 4 ) inches of A.0 surfacing placed on a ( 6 )
inch ( crushed ) aggregate base shall be placed no later than ( 7 ) days after completion of temporary road repair.
® R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be, applied over all patch areas as
determined by the City Engineer.
® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon
completion of permanent repairs.
❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished
by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It
shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The
stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes
necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate
signs, flagmen and or barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or
equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method.
Compaction tests shall comply with Section 6:3.01 of the Standard Specifications, Division of Highways, State of California,
dated January 1973.
PERMIT NO. 3935
Ivanhoe -La Quinta Cove LLC_
Tract 29436 (Hidden Canyon)
Install sewer improvements
(Eisenhower Drive.southwest Avenue 50 and Washington)
In addition to the standard permit conditions, the following shall apply:
1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (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. VERIZON, hereinafter referred to as "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 l 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) 275-6894 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 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.
PERMIT NO. 3935
Ivanhoe La Quinta Cove LLC
Tract 29436 (Hidden Canyon)
Install sewer improvements
(Eisenhower Drive southwest Avenue 50 and Washington)
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 two (2) travel lanes of paved surface shall be
maintained at all times.
8. 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.
9. 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.
10. 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 to 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 appropriate moisture contentlor
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.
6 '
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 canbe 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
PERMIT NO. 3935
Ivanhoe La Quinta Cove LLC
Tract 29436 (Hidden Canyon)
Install sewer improvements
(Eisenhower Drive southwest Avenue 50 and Washington)
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.
11. 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.
12. All landscaping, irrigation, decorative rock; decorative concrete, lighting; etc., shall be replaced to its
original condition.
13. Access and egress to all local properties shall be maintained at all times.
14. 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 saw -cut 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 linear feet of trench.
Verify exact structural replacement section thicknesses with the City prior to installation.
PERMIT NO. 3915
Toll Brothers Inc
Tract 30357 (Mountain View Country Club)
Install sewer., water, street & on -site improvements
C. Permanent pavement replacement shall be installed using City approved'/4" 'Max medium asphalt
concrete as the base course lift and a City approved `t/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 un-milled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR4000
asphalt concrete mix. The width of the coldmilling area shall be as follows:
• For- longitudinal trenches located in a parking lane: three (3) feet outside the .'saw -cut
removal lines.
• For longitudinal trenches located in a traffic lane: three (3) feet outside the saw -cut removal
lines, or to the lane line striping, whichever is greater.
• For transverse trenches across existing street: two (2) feet.outside the saw -cut removal
lines.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course Jift of 1/4" 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 or any existing detour 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.
15. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed
under this permit with an approved dust control treatment: Soil stabilization shall be done immediately
after completing the operation.
16. 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 perrnission
to use the street to deliver street construction materials and/or equipment.
17. The City of La Quinta reserves the right to -revoke, suspend or, void this permit at: any time.
18-. The permittee shall indemnify, hold harmless -and assume the defense of the City from all damages;
delay costs, costs or expenses in law .or equity that may•arise out of work under this permit.
19. The permittee shall obtain a separate permit or provide a separate supplemental traffic control plan that
would amend.this current encroachment permit prior to'the installation of 8" VCP sewer main
connection into Hidden Canyon at STA 42+00.
..... .....
,:; 1. . _`.�., .. _
_INSTALLSD:O.UB EXLSTLNG 8 ' =CHA N s LE YELLO N j EL.IZING:yLINE:AND_,;LE,FT.TU.RN W STRI,P:E;P:ER.DETAIL 2 ;EXLSTIN.G OVER:WH T
-
>.
_ -_
LI SH S)
BE - WHENTRAFFIC OL REMOVED YELLOW STRIPE BY`GRLNDING
_ .AI D HEN' TRAFFIC CONTROL REMOVED .: ,. t _. _ ,. _ OR SANDBLAST AND
ITEYLANELINEAS ITWAS'-BEFORE`.._
_ - R _ EPAINT`NVH
a SANTA*ROSA, cre; Q TA
1` AVENIDA
OW TO EXISTING r y sY RE30RT �-
_ _ _ ,� £ � , COVE:.. �= .,__ r , ...►z FERNAN��O
WITH TEMPORARY }� '
IEiREM E `
OV D WHE r - - cao_!1n
,EMOVED
`fir^ � �; f�•
25
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ti ., y � 11 Ri6iI7 ♦ �, ` AM' itl81iL '.
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t-� ''rd Sry •f". 'c"�i,i 7i �@ "5``-.,y'�e ¢3S _
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,(a.,• rt _ *k..K,• .'�-- : Nam. A - '.e't-.
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! 1! ° WITN FLASMIN6 F c-ts: .
w r RED 8FAC0
rim
RIGNT
-.; Ci.O.SED.'
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!fit®
LA QUINTA
1 = a! rBLACK OUT EXISTING 8" CHANNELIZING LINE AND LEFT TURN
-�
! ARROWSTO,BE REPAINTED WHEN=PHASE 2 '
STING STRAIGHTTRAFFIC :CONTROL REMOVED:
IUAREPATTERN _
IGHT TURN ,ARROW �' _
�.F TRAFFIC SIGNALS WILL �BEON :RED FLASH AND
ED WHEN TRAFFIC
T ;-`, STOP SSIGNS SHALL BE POSTED:
r x ' NOTE: THE HALF ROAD CLOSURE ON AVE 50
Fro
MAY BE REMOVED:AFTER THE TIE=1N TO
y l•,•R EXISTING SEWER IS COMPLETE. APPROX.
-
_
AVE. 50 }
. 2 TO 3 :DAYS.
'V'-M)
Its - 8/
PRASE# 1 {ROE
�t e . e Fy
PROJECT SliA1L BE IN ACCORDANCE=WITH THE STATE':OF CALIFORNIA DERMMEW OF TRANSPORTATION_(CALTRANS)
TRUCTION AND MAINTENANCE WORK ZONES . s Z .
MINIMUM REQUI.REO ADDITIONAL TRAFFIC CONTROL MAY );lEQUIRED-TO FAClL1TATE PUBLIC:SAFETY AND C26401
CITY.OF LA QUANTA :REPRESENTATIVE. ac 3
WCTOR SHALL INSPECTTRAFFIC CONTROL (SIGNS :BARE2ICADES`AND DEUNEATORS)-AND:MAINTAINSAME-IN
I1 TRAFFIC LANE`'WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN`TI 'EDGE.OF CUTAND THE 4
N1INTAINED AT ALL TIMES. rF
Gov! .try
syaee uc;, 1
55.
' i
SewerL:ine for New Homes
F�Cor#sd
!Transwest Housing
Uetf[ Cad 1 Ca*ac,or
Tops N:Bamcades, Inca
v�ep�ea Saw eeon si.a�e
5
852 TOPS Ron Fifield CALTRANS
DA9
1 OF'4h 6/0103
iAermr
To Be Issued on Approxal�
r
.
N
WATER jf ILL TRITON BARRIER TEMPORARY CHAIN LINK CONSTRUCTION FENCE
LAKE eR ,_� ... _ •
IT IS LOCATED;AT 28 FEET FROM MEDIA CURB C
SHALL BE PLACED TO PROTECT s,
= -,, yet 8�- F:
LAGUNA
AND.: IN F_RONT.OF ALL POWER POLES EXCEPT 1, •:
THEITRAFfICSiGNAL POLE -AND _
NO.SCALE_ ELECTRIC METER CABTLNET. �-�
C HANGS T0: W 1_
_ _
—
,:.STOP:=AH EADj _C-1:7 ;�,r �
` oo
REMOVE :EXISTING W-.41:SIGN AN D#r ^ 0 9r Y
-
,,". ¢: _ ;,>.' F p \F fry
_ F'
POST. AND INSTAIL W-17 STQP, t:_ : �s ( -
c- —
w, cam' " {}� :
AHEAD;ON TEMPORARY SUPPORT" :
„
vz_.a r;
�r: Wit.
C
_AV
,AT 28 FT -®r
fR0�11,.MEDIAN CURB fA E.
:.
,.. < ;� z. :.•"�o'r [�.-,.+'E-"'ir3w.SYPr'�i�iF'""�^-aA+•,[�{,`,,,.+r�' „'Y3Zjx.v ¢*` . - N....A�`^.-_,#-[Y!w:7t ?2!i _-r,.`i•!.' c.,,'�',i'f�.
. r
..t + 1. +•.:_ �"`4„_',.+c.. 5..}�.•r :;:-`a".r' .�,� a- .'-kai�'i3'' r-Mr,&':+' 'r,1`•* ,cam,
- �-'"'••1 }�`ii'
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i _ -MFM`' � �- - A'. = s,. �" ;.L;: '_k �:-�F,��•- " �S'.--.�_ �_.—" `t - 'ya �. ��`�� r ,rk ..z}-"-'-
z _ i
`1,
a�#, �?` EIS.ENHOWER DR.
_
_
fi
BLACI4AUT EXISTt11G.;WNRE :EDGE ,� ,r
SAN'VICENT E ST.�
1.7 FT 10:INTO.CURB.FACE -
`� LLA OR1.
.�
a
�COACHE
�, - r WASHINGTON.'ST.
AVENIDA
FERNANDO = w ALL TRAP F'IC SIGNALS SHALL BE ON' RED f LASH
-Al
;, AND STOP SIGNS POSTED.
`COVER$ N
cte _ .DURING THt3'`PHA3E
aoa�
STALL NEW DOUBLE YELLOW =STRIP:E PER CALTRANS DETAIL 21.
".►:
AT 11
*_FROM MEDIAN :CURBUv
ADD STRAIGHT ARROW.TO EXISTING LEFT TURN `ARROW .WITH` TEMPORARY .MARKING TAPE
f;-r TO BE REMOVEDIIVHEN TRAFFIC CONTROL IS REMOVED:
+ • UT NEXT TO EXISTING"W=41 SIGNAL AHEAD .
-A QUINTA
i RESORT �aoofT Ft-
r : SPECIALCONSTRUCTION'NOTES RK>-T O DONE BY'CONTRACTOR:BEFORE.THIS DETOUR
_sue PHA
E 2 (REV.
❑i °RELOCATE E-XISTING-SIGNS TO:28'FEETFR- OM MEDIAN.CURB=FACE..
600 FT
avv By
55,
Q REMOVE APPDX. 200>FEET-OF CURB -AND GUTTER TO:CONSTRUCT 24- FEET OF TEMPORARY TRAVEL
LANE$. - i Rm rix"B ^ Spew lira
Sewer -line to New Homes
}500 FT .. : Rmycohaw rrefccarcoaconhaor
/�
~ ✓ 3\EIUSTING_WfSTLSOUTH BOUND SHOULDER SHALL BEPREPARED TO ALLOWFOR"24fEET OF TRAVEL Transwest Housing Tops N Barricades, Inc.-
" om rm j _
WAY (11 fEET FOR EACHT' FIC LANE -AND 2 F,EET FOR DELINEATORS) BY` MET HODS`APPROVED-BY ism Av,%. a eaonsr,rrti
THUCITY OF to QUINTA ENGINEERING DEPT..(THERE`13 A 3 FOOT°WIDE PEDESTRIAN PATH THAT WILL ; (8.00)852-TOPS Ron Fifield CALTFiANS T-12
f ",•r BE':CLOSED AND'BECOME PART OF THE YNESVSOUTH'BOUND rTRAFFIC'LANE.:4 IS'.ASPHALT:) f s o r M_t_.
z INSTALL WHITE'EDGE LINE:STRIPE' PER:CALTRANSDETAIL 27B AT 24 FEET fROM'MEDIAN CURB. 2 .of 4 6/14%03 To Be Issued on Approval
_..,.�
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- ,
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• • l• -" S 'a•w; , • -• , • • • .. ..Yh: • r '. L r �' - i , •. -'4,. ; 'T ' . i 1• .. +? ti i - . - ! .
• ',! . � ` '- ' • t , .{` n.=�' f , ' `JfL •.y r . • �.. r` ,• r .,3 •,t+• ... x, f' . g «'� - V.
PROP." DEUNIATORS
r
..
-' CC
. - �. . ; , , E MEDIAN' , -
T `PROP. DEUNIATORS , t - . 's 0.,! F EX.'A C. ?PAVEMENT , ^ t .�' .t' U
F : r ,i _• EX. BARRIER CURB ca
v ,, t• �:'. t •wa EX. EARTH t'�. Fr ,k ,' ' a.• co
PROP. TEMP. A C: PAVEMENT EX. A:C: WALKWAY ti ... r y LL- _ r F e 0)
- • a ' :'1 _•• e' -'F' _ ., _ S� t• y^r ` ,. i , ., r �. - k. i - r � ,; ,,• '€ ll:�•
. - .: { r• TRAFFIC CONTROLAN PLf• y_ . �, o
k.
• .+•• -- a •- - - , _ .Y. .. -. , :•. ,(:,);
0' 2' 4' 8' 12' . U'.
SCALE, 1 »=2' . - _ Exp. 3-31-04
+ .. _ .. _.
. • _ W, ' -,t • `. '_ ` `J �Q : SHEET 4 OF" 4 a.
of cA F° s CROSS SECTION AT STATION 45+50 00
T f ;, y :: .' - t : _' ` " v « ' •EISENHOWER DRIVE co
. • , E '; . .+ -. _ :.t: _ _ - - " . - yr
iAPPROVED BY CITY `OF LA QUINTA PREPARED- UNDER.,`'- E 'DIRECT SUPERVISION `OF R.C.E. NO.
�. .
C 2 6 401 MAINIERO, . SMITH AND ASSOCIATES, INC. , 0
lO V SIGNATURE PLANNING / CIYIL fflNGflV E'RING % LAND SURVEYING g
- r DATE _
` . `777 E TAHQtI - CANYON WAAY,. SUITE SOl
J . ♦ .. - e
.. ` `�-w "` . ^� - , ' ; .' , , • � ', .; J . •�' -DATE •" - .. � � J R 0 B E y PALM SPKIIVGS, • Cdl..il�'ORIVIA 92282-8784 .
RT S. S ITH
TELEPEONE . (760) 320-9-811 ` / F�% 323-T893 '
•
--fore.,
GRANITE CONSTRUCTION COMPANY J"
- 138155
MONROE ST.
INDIO,CA' 92203'
/Ticket
Date:
Ticketed:
21412004 No.
1:46:23PM
- 8002537
t
�
i
F.
UNLOADING. TIMES
ARRIVE
AM
START
AM
PLANT ARRIVAL TIME
AM PM
!I `
i
Customer: GCCO PLANT TO JOB — (225)
Customer ID: 095265 Order ID: 22514012!
"Job Location: JONES BROS
Instructions: EISENHOWER DR. ( ,
LA QUINTA
' Jo6/P0# : 44.+
I Cost Code : 01 J
Product: T13A44MM
t 1/2" MAX MED,'AR4000 • t
Truck No: T108
Truck Owner: TERRA."s
` Hauler: , TERRA TRUCKING COMPANY
Truck Type: I
"Pounds E ITons -, _ Metric cV1,
F Gross 79,980, 39.99 36.28 -' • 1�%
Tare 28,860 14.43 Y,13.09
Net ` 51,120 25.56 23:19 ", : `
Scale: • Y I I
+ Load No: 27 25.56 Ton
Shipped: 69014
' Weighmaster: Granite Construction Company
Deputy: Johnny Miller
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, asl
1' pprescribed by Chapter,? (commencing with Section 12700) of
i ,Division 5 of the California Business and Professions Code,
! + ;administered by the Division of Measurement Standards of the
California Department of Food and Agriculture.
;•Signed:
' ! ! ORIGINAL
li,
J - �
.GRANITE CONSTRUCTION COMPANY
38155 MONROE ST.
INOIO,CA 92203
,4
Date: 2/4/2004 Ticket No. 8002535
Ticketed: 1:21:22PM
UNLOADING TIMES
ARRIVE
JOB
AM
PM
START
UNLOAD
AM
PM
FINISH
UNLOAD
AM
PM
LEAVE
JOB
AM
PM
PLANT ARRIVAL TIME
AM PM
Customer: GCCO PLANT TO JOB — (225)
Customer ID: 095265 Order ID: 22514012
Job Location: JONES BROS
Instructions: EISENHOWER DR.
j LA QUINTA
Job/PO#
' Cost Code : 01 _
Product : T13A44MM
112" MAX MED, AR4000
' Truck No: T199
i Truck Owner: TIM
Hauler: TERRA TRUCKING'COMPANY
Truck Type:
Pounds E /Tons Metric
Gross 79,960 39.98 36.27
' 4§0
Tare 28,380 14.19 12.87
' Net 51,580 25.79 23.40
Scale: 2
Load No:' 26 25.79. Ton
Shipped: 664.68
Weighmaster: Granite Construction Company
Deputy: Johnny Miller .�
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,
-pprescribed by Chapter 7 (commencing with Section 12700) of I
Division 5 of the California Business and Professions Code,
administered by the Division of Measurement Standards of. the
,California Department of Food and Agriculture.
Signed:
ORIGINAL
,..uv WN
L
It
GRANITE CONSTRUCTION COMPANY
1�..t,,, 38155 MONROE ST. i
x: INDIO,CA 92203 i
Date: v214/2004 Ticket.No. L 8002533 '
:Ticketed:. .12:50:24PM
UNLOADING TIMES;
ARRIVE AM
:;,_ • .
START _ AM
JOB PM
UNLOAD. , PM
!.
FINISH AM
LEAVE I AM
UNLOAD PM
JOB PM
PLANT ARRIVAL TIME AM PM
P i Customer:. GCCO PLANT TO JOB - (225)`
'Customer- ID:—095265 Order ID: 22514012
'Job Location: JONES:BROS.
=instructions ;r:,,EISENHOWER DR:
LA QUINTA
'Cost Code ' gr 01 % y! x;
Product:: y �T13A44MM
%1/2" MAX MEdXAR4'w f'
i
iTruck No. 4111161.
Truck Owner: . PAT' '`� •
`i Hauler: ' ,' TERRA TRUCKING COMPANYC t .
:Truck Type:
° I Pounds E [Tons f Metnc,,
Gross, 79,860 39.93`. 36.22.,
f Tare 28,600 14.30 12:974, ,
t
Net ` .51,260 . 25.03i7 23 25,
Scale:: -2.
. Load No: 25 Ton
i 638.89Alic
Shipped ;�
r WeIghmaster: Granite Construction Company>� �
;Deputy: Johnny Miller
_ 'WEIGHMASTER CERTIFICATE
THIS IS TO CERTIFY that the following described comet' dity:was
weighed, measured,'or counted by a weighmaster, whose signature
1 ,•,.'is on this certificate, who is a recognized authority of accuracy, as
t 'prescribed by Chapter 7 (commencing with Section 12700) of
!Division 5 of. the' California Business and Professions. , oda, % *.
!administered by'the Division of Measurement Standards of the
[California Department of Food and Agriculture.
Signed:
ORIGINAL - I? (i
3L
GRANITE CONSTRUCTION COMPANY
38155 MONROE ST.
INDIO,CA 92203
Date:. 2/4/2004 Ticket No. 8002532
Ticketed: 12:44:03PM
UNLOADING TIMES
ARRIVE
JOB
AM
PM
START I
UNLOAD -
AM
PM
FINISH
UNLOAD
AM
PM
LEAVE
JOB
AM
PM
PLANT ARRIVAL TIME
AM PM
Customer: GCCO PLANT TO JOB — (225)
Customer ID: _ 095265 -Order 10: 22514012
Job Location: JONES BROS -
Instructions:
EISENHOWER DR.
LA QUINTA
Job/PO#
Cost Code :
01
Product :
T13A44MM
1/2" MAX MED, AR4000. << _
Truck No:
T121
Truck Owner:
ROBBIE
Hauler:
TERRA TRUCKING COMPANY
'Truck Type:
Pounds E /Tons Metric
Gross 79,600 39.80 36.11
Tare . 28,500 ` 14.2512.93`
Net 51,100' 25.55 .* 23.18 '
Scale: 2 ` Predetermined Tare
Load No: 24 25.55 Ton
Shipped: 613.26
Weighmaster: ' Granite Construction Company
Deputy: Johnny Miller
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
r Division 5 of the California Business and Professions Code,
administered by the Division of Measurement Standards of the
r 'California Department of Food and Agriculture.
Signed: - - _ --
L.
REPRINT
I
1 �i'� , t ,. ..
1 ..�L 11�.. ?
�l� i �
�l
GRANITECONSTRUCTION
38155 MONROE S
:INDIIO;CA 92203
,Date: 2/4/2004 p TicM
:Ticketed: .12:41:46PM
UNLOADING
TIMES,
ARRIVE
JOB
AM
PM
START I
UNLOAD,
i AM
PM
FINISH
UNLOAD
AM
PM
LEAVE
JOB I
AM
PM
PLANT ARRIVAL TIME
AM PM
6
Customer: GCCO PLANT TO JOB �, (225)
Customer 10:
.095265 Order ID: 22514012
Job Location:.
JONES BROS
`
i
'Instructions:
'EISENHOWEK DR. !'
1A QUINTAL; -. I
Job/PO#
:Cost Code;:
01 i
i'
'Product :
T13A44MM
{ �`
k
1/2" MAX MED, AR4000
Truck No ;l,
T118
b
lruck•Owner:
FUZZY
F
r
(Hauler:
TERRA TRUCKING COMPANY
t
_ Truck T e
YP
j - Pounds . EITon`srx�r . `Metrics:
Gross = 79,900 39 95'i'
. Rw 36.24:a
if
Tare 29,020 14 51 `
; `r '°: w13'.16>
Net 50,880 25.44
t :> 23.08 .
Scale:
23
Load No: 25 44 To {
Shipped: 587.71., 1;
i {
,Weighmaster: Granite Consftuction Company = `
Deputy: Johnny Miller
ti
�WEIGHMASTER CERTIFICATE '?
iTHIS IS TO"CERTIFY that the following-desclribed commodity was
weighed, measured, or counted,by a weighmaster, whose signature
is on this certificate who is a recognized authority of accuracy, as
pp escribed_by..Chapter 7_(commencing with Section 12700)-of_ '
IDivision 5 of the California Business and Professions'Code .
administered by the Division of Measurement lStandards.of the
ICalifomia.Department of Food and Agriculture. '
l
hSighed'-'
ORIGINAL
iC
St
GRANITE CONSTRUCTION COMPANY
38155 MONROE, ST.
' INDIO,CA 92203 ;
Date: 2/4/2004 Ticket No'. 8002530
Ticketed: 12:26:43PM
UNLOADING TIMES
ARRIVE
JOB
AM
PM
START I
UNLOAD
AM
PM
FINISH
UNLOAD
AM
PM
LEAVE
JOB
AM
PM
PLANT ARRIVAL TIME
AM PM
Customer: GCCO PLANT TO JOB — (225)
Customer ID: 095265 Order ID: 22514012
Job Location: JONES BROS
Instructions:
EISENHOWER DR.
LA QUINTA
Job/PO# :
Cost Code :
01
Product:
T13A44MM
1/2" MAX MED, AR4000
Truck No:
T108
Truck,Owner:
TERRA
Hauler:
TERRA TRUCKING COMPANY
Truck Type: '
Pounds E /Tons Metric
Gross 79,940 39.97 36.26
Tare 28,960 ` 14.4813.14`
Net 50,980 25.49' 23.12`
Scale: 2 ' Predetermined Tare
Load No: 22 1 25.49 Ton
Shipped: 562.27
Weighmaster: Granite Construction Company
Deputy: Johnny Miller
WEIGHMASTER CERTIFICATE
I THIS IS TO CERTIFY that the following describedcommodity 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. "
'Signed: - -
�. I ORIGINAL I
i
IC
�.
ak
GRANITE CONSTRUCTION COMPANY
38155 MONROE ST. I z -
f i. INDIO,CX 92203
Date:' 2/4/2004" , Ticket No.1
;Ticketed: 12:22:51PM
Pg
j; UNLOADING TIMES p'
ARRIVE' AM
JOB PM
START 1 AM
UNLOAD, J— PM
FINISH AM
UNLOAD PM
LEAVE AM
JOB PM
PLANT ARRIVAL TIME ; : ' AM PM
Customer:
GCCO PLANT TO JOB - (225)
:Customer ID:
095265 Order 10:.22514012I
.:,Job, Location:
JONES BROS.. !
'
:Instructions:
EISENHOWER DR.
LA-QUINTA
Job/PO#.:
..'Cost Code
01 . I
'-Oroduct :
T13A44MM
fI
ty, i�112" MAX MED, AR4000
Truck Owner <
TIM
Hauler:
TERRA TRUCKING COMPANY
Truck Type: I
Pounds E /Tons ,,Aetrl I
Gross 36:15
;79 700 ' 39.85' r, ''
Tare 28,460 " 14.23 1291`
Net - 51,240 ' 25.62` '23:24 "
Scale: 2 ` Predetermined Tare;--1
d. No: 21 25.fi2 Ton
11.6ad Shipped: 530.78 I F
'Weighmaster: Granite Construction Company '
teputy: Johnny Miller
;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
pprescribed,by Chapter 7 (commencing with Section 12700) of -
I ivision 5 of the California Business and Professions Code;' ,
;administered by the Division of Measurement Standards of the
'California Department df,F.00dand Agriculture. !:
I }Signed:
ORIGINAL.
i r
AL
I GRANITE CONSTRUCTION COMPANY f
38155 MONROE ST.
" ''._INDIO,CA 92203 .
' Date: �- 2/4/2004'.,°� 'Ticket No. 8002527
' "
�► Ticketed: - 11:50:32AM
45
UNLOADING TIMES
PLANT ARRIVAL TIME ' - '
AM PM
}
�.
St
:r
GRANITE CONSTRUCTION COMPANY
38155 MONROE ST.'
INDIO,CA 92203
Date: 2/4/2004 Ticket No.
Ticketed: 11:37:10AM
8002,525
UNLOADING TIMES
ARRIVE
JOB
AM
PM
START
UNLOAD
AM
PM
FINISH
UNLOAD
AM
PM
LEAVE
JOB
AM
PM
PLANT ARRIVAL TIME
AM PM
Customer: GCCO PLANT TO JOB — (225)
Customer ID: 095265- Order ID: 22514012
Job Location: JONES BROS
Instructions:
Job/PO# :
Cost Code
Product
Truck No:
Truck Owner:
,Hauler:
Truck Type::
EISENHOWER DR.
LA OUINTA
r
01
T13A44MM
1/2" MAX MED, AR4000
T121
ROBBIE
Y ;
TERRA TRUCKING COMPANY; .J
1 wullua S. / 1 Vila I1fIGII III
Gross, 79,840 39.92 36.21,�-
Tare 28,50014.25' 12.93'4-'
Net ;. 51,340 ' 25.67' 23.29'
Scale: 2 �; V ' Predetermined Tare
Load No: To
Shipped:
485.60 2567. ri
Weighmaster: Granite Construction Company
Deputy: Johnny Miller
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.? (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.
Signed: -
I
ORIGINAL
GRANITE. CON.STRUCTION COMPANY
38155 MONROE'ST.
- i INDIO,'CA 92203
i Date: 2/4/20074 Ticket No.
Ticketed: 11:28:24AM
4
!
8002524.
i�
UNLOADING TIMES
i
ARRIVE
JOB
AM
PM
START
UNLOAD -
AM
PM
FINISH.
UNLOAD •.
AM
,:PM
LEAVE
JOB
AM
PM
PLANT ARRIVAL TIME
AM PM
Customer: GCCO PLANT.TO JOB — (225)
Customer 'ID: 095265 Order ID: 22514012�
.Job Location: JONES BROS
I 1
i Instructions: ,-.EISENHOWER DR.
1
LA QUINTA f
Job/PO#
a f
Cost Code .
01
Product,:
T13A44MM
l ;
'
1/2" MAX MED, AR4000
Truck No:
T118•
`
' Truck Owner:
FUZZY
,
P I y
Hauler: ,
TERRA TRUCKING COMPANY a.:.
Truck Type:
~ '-
Pounds . ElTons•'
Metric
Gross
79,940
39.97 . ; "` = 36.26
`
Tare
29,160 '
14.58 ' • 13.23''`
Net
50,780 '
25.39. - 23.03.` ,
Scale: 2
' Predetermined Tare.;: , i `-
25.39 To'n
: • . 4
Load No:
y 18
Shipped:
459.83
C
W' h t
•'G 't C t
t' C
etg mas er.., rant a ons ruc Ion o_ mpany
Deputy: Johnny Miller
WEIGHMASTER CERTIFICATE
THIS IS TO CERTIFY that the following described commodity
weighed, measured, or counted by'a weighmaster, whose sign
is on this certificate, who is a recognized authority of accuracy,
pprescribed 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.
Signed: _ it —
ORIGINAL
_ d
ems:. ���
a'k R
' � �V
1 \
CTION COMPANY
NROE ST.
A 92203
004 Ticket No. 8062523
0:17AM
UNLOADING TIMES
AM START AM .
PM UNLOAD PM
SH AM LEAVE AM
UNLOAD.PM JOB PM
PLANT ARRIVAL TIME AM PM
Customer: GCCO PLANT TO JOB — (225)
Customer ID: 095265 Order ID: 22514012
Job Location: JONES BROS
i
Instructions:. EISENHOWER DR.
LA QUINTA
Job/PO#
Cost Code 01
Product T13A44MM
1/2" MAX MED, AR4000
Truck No: T108
Truck Owner: TERRA
Hauler: TERRA TRUCKING COMPANY .
Truck Type:
Pounds E /Tons Metric
Gross 79,920 39.96 36.25
Tare 28,960 14.48 13.14
Net 50,960 25.48 23.12.
Scale: 2 -
Load No: 17 25.48 Ton
Shipped: 434.44
Weighmaster: Granite Construction Company
Deputy: Johnny Miller
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.
Signed` -
ORIGINAL
GRANITE. CONSTRUCTION COMPANY
38155 MONROE ST.
INDIO,CA 92203
Date: 214/2004 Ticket No: 8002522.
Ticketed: 11:14:19AIM
UNLOADING TIMES
ARRIVE .
JOB
AM
PM
START
UNLOAD
AM
PM
FINISH
UNLOAD
AM
PM
LEAVE
JOB
AM
PM
PLANT ARRIVAL TIME.
AM PM
Customer: GCCO PLANT TO JOB — (225)
Customer ID: - 095265 Order ID: 22514012
Job location: JONES BROS
Instructions:
EISENHOWER DR.
LA QUINTA
Jdb/PO# :
Cost Code�':
01
Product :
T13A44MM
1/2" MAX MED, AR4000
Truck No:'
T199
Truck Owner:
TIM
Hauler:
TERRA TRUCKING COMPANY
Truck Type:
Pounds E /Tons Metric
Gross 79,980 .39.99 36.28
Tare 28,460 14.23 12.91
Net 51,520 25.76 23.37
Scale: 2
Load No: 16 25.76 Ton
Shipped: 408.96
Weighmaster: Granite Construction Company
Deputy: Johnny Miller " J
WEIGHMASTER CERTIFICATE
THIS IS TO CERTIFY that the following described commoditywas
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) oy
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
Signed: -
i I. ORIGINAL _
GRANITE_ CONSTRUCTION COMPANY
38155 MONROE ST.
INDIO,CA 92203
Date: 2/4/2004 Ticket No, 8002520
Ticketed: 10:47:00AM ., .
UNLOADING TIMES
ARRIVE
JOB
AM
PM
START
UNLOAD
AM
PM
FINISH
UNLOAD
AM
PM
LEAVE
JOB
AM
PM
PLANT ARRIVAL TIME
AM PM
Customer: GCCO PLANT TO JOB — (225)
Customer ID: 095265 Order ID: 22514012
Job Location: JONES BROS
Instructions:. EISENHOWER DR.
LA QUINTA
Job/PO#
Cost Code :
01
Product :
'T13A44MM
1/2" MAX MED, AR4000
Truck No: -
T116
Truck Owner:
PAT
Hauler:
TERRA TRUCKING COMPANY
Truck Type:
I . . Pounds E /Tons Metric I
Gross 79,940 39.97 36.26
Tare 28,680 14.34 13.01
Net ' .51,260 25.63 2315
Scale: 2
Load No: 15 25.63 Ton
Shipped: 383.20
Weighmaster: Granite Construction Company
.Deputy: Johnny Miller_
WEIGHMASTER CERTIFICATE !
THIS IS TO CERTIFY that the following described commodity wa's
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,
admiriistered by the Division of Measurement. Standards of the
California Department of Food and Agriculture.
Signed: +
ORIGINAL
r
GRANITE CONSTRUCTION COMPANY
' 38155 MONROE ST.
INDIO,CA 92203
Date: 2/4/2004 Ticket No. 8002519
Ticketed: 10:37:55AM
i
UNLOADING TIMES
ARRIVE.
JOB
AM
PM
START
UNLOAD —
AM
PM
FINISH
UNLOAD
AM
PM
LEAVE
JOB
AM
PM
PLANT ARRIVAL TIME
AM PM
Customer:
GCCO PLANT TO JOB. — (225)
Customer ID:
095265 Order ID: 22514012
Job Location:
JONES BROS
Instructions:
EISENHOWER DR.
LA QUINTA
Job/PO# :
Cost Code :
01
Product :
T13A44MM
.1/2" MAX MED, AA4600
Truck- No:
T121
Truck Owner:
ROBBIE
Hauler:.
TERRA TRUCKING COMPANY
Truck Type:
Tare
Net
Scale: 2
Pounds
E /Ton
►9,900
39.95
28,500
14.25
51,400
25.70
Metric
36.24
12.93 .
23.31 "
Load No: 14 Shipped: 3525.70 Ton
7.57
Weighmaster: Granite Construction Company
Deputy: Johnny Miller
WEIGHMASTER CERTIFICATE
THIS IS TO CERTIFY that the following described commodity was
weighed, measured, or -counted by a weighmaster, whose signature
is,
s 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, I
administered by the Division of. Measurement Standards of the
California Department of Food and Agriculture.
i I
Signed;
ORIGINAL
h,
�
a
I
F
j GRANITE CONSTRUCTION C61M'PANY
38155 MONROE ST.
INDIO,CA 922037;
Date: 21412004 s
Ticketed: 10:35:18AM
-Ticket No. 8002518
UNLOADING TIMES
ARRIVE
JOB
AM
PM
START
UNLOAD
AM
PM
FINISH
UNLOAD
AM
PM
LEAVE
JOB
AM
PM
PLANT ARRIVAL TIME
AM PM
Customer: GCCO PLANT TO JOB — (225)
Customer ID: 095265 Order iD: 22614012
Job Location: JONES BROS
Instructions: EISENHOWER DR.
LA QUINTA
Job/PO# :
Cost Code :
01
Product :
713A44MM
112" MAX MED, AR4000
Truck No:
T118
Truck Owner:
FUZZY
Hauier:
TERRA TRUCKING .COMPANY
Truck Type:
-Pounds
E•/Tons . Metric
Gross
79,900
39.95 36.24
Tare
29,160
.
14.58 ' 13.23'
Net
50;74O
25.37' 23.02'
Scale: 2
`
Predetermined Tare
Load No.
13
25.37 Ton
Shipped:
331.87
Weighmaster: Granite Construction Company
Deputy: Johnny Miller
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.
I
;Signed:
ORIGINAL i
S�
GRANITE -:CONSTRUCTION: COMPANY
38155 MONROE ST'
INDIO,CA 92203 .
Date:• 2I4/2004 . Ticket'No. 8002516
i ;Ticketed: 10:22 33AW f
(.
++ .
i'
Customer: GCCO•PLANT TO JOB='(225) +
Customer ID`. 095265 • Order ID: 22514012
Job Location: JONES•BROS
;Instructions: EISENHOWER'DR.
LA OUINTA �,- i
e ,JobIPO#
Cost Code
;Product• '� T13A44MM
; 112 MAX MED AR4'd ;
{ ;Truck No T108
Tr ck Owner:
'.. M
u 0. e . .TERRA-.; .,
} Mauler: TERRA TRUCKING COMPANY
Truck Type: .
Pounds. E'ITons Metnc .
Gross 79,920` - :39.96 36.25
+ Tare 29040 14.52 <' 13.17``
Net 509880 25.4413. -23.08 s
j Scale:. 2
Load Nor: - 12
I 225 44 Ton
Shipped: 30ti.50
! Weighmaster: Granite Construction Company 'r
Deputy: ..Johnny Miller ,
WEIGHMASTER CERTIFICATE
THIS IS TO CERTIFY -that the following described commodity was
weighed, measured, or counted by a weighnibster, 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 Measurerrient.Standards of the
California. Department of Food and Agriculture,
Signed t .�. ,_ ; 3 �.,� ' - - -
' <UNLOADING'TIMES
�
ARRIVE AM
'JOB PM
START .AM
UNLOAD PM
FINISH: AM
UNLOAD PM
LEAVE AM
JOB PM
PLANT -ARRIVAL TIME `- AM PM
•Swp�
�:;
�:;
I
GRANITE.CONSTRUCTION COMPANY.
38155 MONROE ST.
INDIO,CA 92203
Date: 2/4/2004 Ticket No. 8002515
Ticketed: 10:13:43AM
UNLOADING TIMES
ARRIVE
JOB
AM
PM
START AM
UNLOAD PM
FINISH
UNLOAD
I AM
PM
LEAVE AM
JOB PM
PLANT ARRIVAL
TIME AM PM
Customer:
GCCO PLANT TO JOB — (225)
Customer ID:
095265 Order ID: 22514012
Job Location:
JONES BROS
Instructions:
EISENHOWER DR.
LA OUINTA
Job/PO# :
Cost Code :
01
Product :
T13A44MM
1/2" MAX MED, AR4000
Truck No:
T199
Truck Owner:
TIM
Hauler:
TERRA TRUCKING COMPANY
Truck Type:
Pounds E /Tons Metric
Gross 79,960 39.98 36.27
Tare 28,520 ` 14:26 ` 12.94'
Net 51,440 25.72' 23.33
Scale: 2 ' Predetermined Tare
Load No: 11 • 25.72 To
Shipped: 281.06
Weighmaster: Granite Construction Company
Deputy: Johnny Miller
WEIGHMASTER CERTIFICATE
THIS IS TO CERTIFY that the following described commodity was
weighed, measured, or counted by a weighmaster, whose signature
is on thi .certificate, who is a recognized authority of accuracy, as,
Prescribed by, Chapter 7 (commencing with Section 12700) of
Division 5 of the alifornia Business and Professions Code,
administered by he Division of Measurement Standards of the
California Depariment of Food and Agriculture.
Signed,
I
INAL
. ... �'�,, �t '� f_ -.
� ♦�
1 �
I
i
i
GRANITE CONSTRUCTION. COMPANY
38155 MONROE ST.
INDIO,CA 92203 .
c.
Date: 2/4/2004 Ticket No. 8002512
Ticketed: 9:46:59AM
UNLOADING TIMES
ARRIVE
JOB
AM
PM
START
UNLOAD
AM
PM
FINISH
UNLOAD
AM
PM
LEAVE
JOB
AM
PM
PLANT ARRIVAL TIME
AM PM
Customer: GCCO PLANT TO JOB — (225)
Customer ID: 095265 Order ID: 22514012
Job Location: JONES BROS
Instructions: EISENHOWER DR.
LA OUINTA
JobIPO#
Cost Code :
01
Product :..
T13A44MM
1/2" MAX MED, AR4000
Truck No:
T116
Truck Owner:
PAT
Hauler:
TERRA TRUCKING COMPANY
Truck Type:
Pounds
E /Tons
-,,,,Metric
Gross
79,920
39.96
" 36.25
Tare
28,720
14.36
-13.03
Net
51,200
25.60
23.22
Scale: 2 ..
Load No: 10 1 25.60 Ton
Shipped: 255.34
Weighmaster: Granite Construction Company
Deputy: Johnny Miller
WEIGHMASTER CERTIFICATE
THIS IS TO CERTIFY that the following described commodity ..--
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 127,00).of 1
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
,Signed:
i ORIGINAL
J• L
V
' '
1
� • 1
' .
.i �
t
I
1.
'
�
.GRANITE CONSTRUCTION COMPANY
38155,MONROE ST.
INDIO',CA 92203,
Date:
2/4/2004 Ticket No.
8002510
Ticketed:
9:38:18AM '
j
UNLOADING TIMES
ARRIVE
AM
START
AM
JOB
PM
UNLOAD
PM
{
Customer: GCCO PLANT TO JOB — (225)
Customer ID: 095265 Order ID: 22514012
Job Location: JONES BROS
i
i Instructions: EISENHOWER DR.
I LA QUINTA
Job/PO# :
Cost Code': 01
Product :. T13A44MM
V2" MAX MED, AR4000
Truck No:.. T121
Truck Owner: ROBBIE .
Hauler: TERRA TRUCKING COMPANY
Truck Type:
Deputy: Johnny Miller
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
i Division 5 of the California Business and Professions Code,
-,administered by the Division of Measurement Standards of the
} California Department of Food and'Agriculture.
Signed: -
ORIGINAL
Deputy: Johnny Miller
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
i Division 5 of the California Business and Professions Code,
-,administered by the Division of Measurement Standards of the
} California Department of Food and'Agriculture.
Signed: -
ORIGINAL
. .^:::.
'.pr,},:
i.
;. , .
i � � �
' � tiw
. RAN ITE`C0NSTRUCTIOWCOMPANY:
t
38155 MONROE ST.-
INDIO,CA : 92203
2/4/2004 Ticket No.
8602509
,Ticketed:
9:30:42AM .
UNLOADING -TIMES
-AM
START ` AM
JOB' PM
UNLOAD PM
.
Customer: 'GCCO PLANT TO'JOB = (225) .`
is Customer ID: 095265 Order ID: 22514012
'Job Location: , JONES BROS
` Instructions: EISENHOWER DR.
LA QUINTA'
Job/PO# :. ...,
`Cost Code : 01
Product : •T13A44MM
1/2" MAX MED, AR4000
Truck No: T118
j'
Truck Owner: FUZZY
,Hauler:... . TERRA TRUCKING COMPANY�
Truck Type f . ,
Pounds: E /Tons .. •-,Metrit T1
Gross 79,820 .: ` ..39.91 .--I'=�.� -36.21 A
Tare , 29,160 14.58 , ��- 13 23,
Net 50,660 25 33 ,��22 98 s
Scale: 2ti:�==,-ts, ,
is
Load No: 8
25 33 , ' lhn +
Shipped 204:08 W.
.0 ���� ..
;Weighmaster: :Granite Construction Company,
Deputy: Johnny Miller
WEIGHMASTER CERTIFICATE
,THIS IS TO. CERTIFY that the following described commodity was
;weighed,:measured', or counted by,a weighmaster, whosesignatu�e
is on this certificate, who is a recognized authority of accuracy; as
pprescribed by Chapter. T(commencing with Section 12700) of...__��
;Division 5 of the California Business and Professions Code,
administered by the DMsion.of Measurement Standards of the
California Department of Food and. Agriculture! ,
.r
Signed:
:ORIGINAL
i,
TI
��y
a.
�, -
GRANITE CONSTRUCTION COMPANY
'38155 MONROE ST.
INDIO,CA 92263
A
Date: 2/4/2004 Ticket No. 8002508
Ticketed: 9:25:00AM
UNLOADING TIMES
ARRIVE
JOB
AM
PM
START
UNLOAD
AM
PM
FINISH'
UNLOAD
AM
PM
LEAVE
JOB
AM
PM
PLANT ARRIVAL TIME
AM PM
Customer: GCCO PLANT TO JOB — (225)
Customer ID: 095265 Order ID: 22514012
Job Location: JONES BROS
Instructions: EISENHOWER DR.
I LA OUINTA
i Job/PO#
Cost Code : 01
Product : T13A44MM
1/2" MAX MED, AR4000
Truck No: T108
-Truck Owner: TERRA.
Hauler:. TERRA TRUCKING'COMPANY,,
Truck Type: '
Pounds E.ITons "` �Aetric
Gross 80,000 40.00 36.29
Tare 29,100' 14.55 13.201. .
Net 50,900 ` 25.45. 21091'
Scale: 2 ' Predetermined Tare
Load No: 7 25.45:;,..,,..Ton
Shipped: 178.75
Weighmaster: Granite Construction Company
Deputy: Johnny Miller
f WEIGHMASTER CERTIFICATE
THIS IS TOICERTIFY that the following described commodity wars
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 I
Division 5 of the California Business and Professions Code, {
administered by the Division of Measurement Standards of the
California Department of Food and Agriculture.
:Signed; I _ -
i ORIGINAL
i ;
l
S
�GRANITE'CONSTRUCTION .COMPANY
38155_MONROE ST ,
INDIO,CA - 92203,.; r.
Date: - 21412004 i
Ticketed: 9:16:55AM
Ticket No..; 8002507
r
-�
.'
Customer,: GCCO (PLANT TO JOB=:'(225)
Customer ID: _ 095265 Wert: 22514012
-Job Location: -JONES BROS I
Instructions: EISENHOWER`DR. '
' LA OUINTA `
-Job/POH . .
Cost Code : 01 .
' a Product T13A4;4MM,
' t ,,1/2" MAX MED, AR4000
Truck No 4�z�,T199
Truck.Owner ;TIM•`
' HWeii.:�4 TERRA TRUCKING COMPANY.
! ;Truck T e.Ki {
Pounds E /Tons Metric , t
Gross. '79'880-.- 3.9.94; 36.23,
Tare H9520`. 14.26 ; 12.94`.``
Net 51,360 25.68 23:30;.;:i.r
Scale: 2
Load No.
I 6 -25 68 ; Ton
Shipped. 153.30 i
' Weighmaster:. Granite ° Construction Company I
Deputy: John6y.Miller
•WEIGHMASTER CERTIFICATE
THIS. IS TO CERTIFY that the following desceibed 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 Chapter7 (commencing with Section 12700) of {
:Division 5 of the California Business and•Professions Code, 1, ;
administered by the Division of 'Measurement Standards of he;
California"Department of Food and Agriculture! I
Sir ned: �I I i
1 ' ORIGINAL �..
•. UNLOADING.TIMES . ; i
'
ARRIVE
JOB.-
AM
PM
START
UNLOAD ,
� AM
!. PM
FINISH
UNLOAD
AM
! PM
LEAVE !
JOB'„ i
AM
� PM
PLANT ARRIVAL TIME I
.AM PM
GRANITE CONSTRUCTION COMPANY
38155 MONROE ST.
INDIO,CA 92203
Date: 21412004 Ticket,Nb. 8002503
Ticketed: 8:40:09AM
'UNLOADING
TIMES
FINISH
.AM
LEAVE
AM
1
Customer: GCCO PLANT TO JOB — (225)
Customer ID: 095265 Order ID: 22514012
Job Location: :JONES BROS
Instructions: -EISENHOWER DR.
LA QUINTA
Job/PO#
Cost Code : 01
Product : T13A44MM �" ;.•.
112" MAX MED, AR4000
Truck No: T116. >.
Truck Owner: PAT y.
Hauler: TERRA TRUCKING COMPANY
Truck Type:
Pounds E /Tons Metric
Gross 80,000 40.00 36.29
Tare 28,780 14.39 13.05
Net 51,220 ` 25.61 23.23
Scale: 2
Load No:. 5 25.61 Ton
Shipped: 127.62
Weighmaster: Granite Construction Company
Deputy: Johnny Miller
WEIGHMASTER CERTIFICATE
i 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
pprescribed 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.
Signed:
ORIGINAL
I
n.:
c9�,
'GRANITE CONSTRUCTION COMPANY
I 38155 MONROE ST.
1 INDIO,CA 92203
Date: 21412004 Ticket No. 8002502
TicketedE _ 8:34:49AM
UNLOADING TIMES
ARRIVE
JOB
AM
PM
START
UNLOAD
AM
PM
FINISH
UNLOAD
AM
PM
LEAVE
JOB
AM
PM
PLANT ARRIVAL TIME
AM PM
Customer:
GCCO PLANT TO JOB — (225)
:Customer ID:
095265 Order ID: 22.51.4012' J
Job Location:
JONES BROS -
Instructions:
EISENHOWER DR.
LA QUINTA
Job/PO# :
d
Cost Code :
_
01
Product :
T13A44MM '' r
•
1/2" MAX MED, AR4000
Truck No;°`'
T121
Truck Owner:
ROBBIE.
Hauler:
TERRA TRUCKING.COMPANY; .
Truck Type:
I
Pounds
E /Tons Metric
Gross
79,860
39.93 36.22_ -
Tare
28,620
14.31 -12.98
Net
51,24W
25.62 13.24
Scale: 2-
Load No:
4
25.62 Ton
Shipped:
102.01
Weighmaster: Granite Construction Company
Deputy: Johnny Miller .
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.
Signed: - -_
i ORIGINAL
i• I
�..
,,�
_
t
�
—
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..
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t
-:GRANITE CONSTRUCTION COMPANY
't 38155 MONROE ST. '
( ..INOIO;CA 92263
j Date: 2/4/2004 Ticket NO. 8002501
Ticketed: 8:26:OOAM is
I
UNLOADING TIMES
t'
ARRIVE
JOB
AM
PM
START
UNLOAD
AM
PM
FINISH
UNLOAD
AM
PM
LEAVE
JOB
AM
PM
PLANT ARRIVAL TIME
AM PM
'
.,Customer:
GCCO PLANT TO JOB — (225)
I.
I
Customer. ID:
095265 Order ID: 22514012''`
i
..Job Location:
J
JONES BROS I'
Ilnstructions:.
EISENHOWER':DR.
i 1
LA QUINTA'
Cost Code':
01 ei'ivY+J'
as ixriJ''
: i'
313A44MM '
-1'�'Trkk
r
1/2" MAX MED, AR4000
No:
T118 X =..
10Product
-jTruck Owner:
FUZZY / `
rHauler.
TERRA TRUCKING COMPANY; Sk srn�
-, `
Truck Type*.,—*.
T.,
ace
...?
`
,•
-Pounds "' 'E [Tons t.Metric,
I
Gross- `
79,920 " '39.96 - 36.25 }
Tare
.
29,260 • ;` 14.63
Ii
Net
509660" ' ..25.33'. 22.98-: ,
Scale:. 2
t4
`3
'
Load No:
25.33. Ton
• �
I
Shipped: :,
� ,76:39 s .
. . ` ,
(�
Weighmaster:,
Granite Construction Company
Deputy:
Johnny Miller,.
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,
I F
administered by
the Division of Measurement Standards of the
California Department of Food and Agriculture.
Signed:
�'
,
i
ORIGINAL,
t . �
5�
.�'
r
' GRANITE CONSTRUCTION COMPANY
38155 MONROE ST.
INDIO,CA 92203
I
Date: 2/4/2004 Ticket No. 8002500
Ticketed: 8:21:04AM
UNLOADING TIMES
ARRIVE
JOB
AM
PM
START
UNLOAD
AM
PM
FINISH
�I NLOAD
AM
PM
LEAVE
JOB
AM
PM
PLANT ARRIVAL TIME
AM PM
Customer: GCCO PLANT TO JOB — (225)
Customer ID: 095265 Order ID: 22514012
Jib Location: JONES BROS
Instructions: EISENHOWER DR.
LA OUINTA'
Job/PO# :`
Cost Code
Product :
Truck No:
Truck Owner:
. Hauler:
Truck Type:—
01
T13A44MM
1/2" MAX MED, AR4000
T108
.TERRA �
I.. 1
TERRA TRUCKING COMPANY
Pounds E /Tons Metric
Gross 79,900 39.95 36.24
Tare 29,100 l 14.55 13:20
Net . 50,800 I 25.40 23.04
Scale: 2
Load No:. 2 25.40 Ton
Shipped: 51.06'.
Weighmaster: Granite Construction Company
Deputy: Johnny Miller
i.
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.
3 Signed:
ORIGINAL
... � .. `.
.. +:� ,
eR +�., -
Y�•
ORANI,TE CONSTRUCTION COMPANY
38155 MONROE ST.
INOIO,CA 92203
Date:: 2/4/2004 Ticket No. 8002499
:Ticketed: 8:15:32AM
UNLOADING TIMES
ARRIVE
JOB
AM
PM
START
UNLOAD
AM
PM
FINISH
UNLOAD
AM
'PM
LEAVE,
JOB
AM
PM
PLANT ARRIVAL TIME
AM PM
Customer: GCCO PLANT TO JOB — (225)
Customer ID: 095265 Order ID: 22514012
Job Location: JONES BROS
Instructions: EISENHOWER DR.
LA QUINTA.
Job/PO#
Cost Code : 01.
Product : T13A44MM-
1/2" MAX IVIED; AR4000
Truck No: T199
Truck Owner: TIM
Haulcr: TERRA TRUCKING COMPANY
Truck Type:
Pounds E (Tons Metric.
Gross 79,920. 39.96 36.25
Tare. 28,600 14.30 12.97..
Net 51,320. .25.66 23.28 '
Scale: 2 j
Load No: 1 25.% Ton
Shipped: 25.66.: .
Weighmaster: Granite Construction lCompany
Deputy: Johnny Miller
WEIGHMASTER CERTIFICATE
THIS IS TO CERTIFY that the following described commodity was
weighed, measured, or counted by a weighmaster, whose signature
i is on this certificate, who is a recognized authority of accuracyy, 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,
.� . (Califor i is Department of Food and Agriculture: `
i ORIGINAL
IN
`_fi. .it . •.. y. v� �"r . � ♦. y .i ,j.. e-
t "'•!i.�srw " ' -- "'• a,.. `" f - �' - _ .. i \. • 'y
_ }SI addenEngtneering=
6782 Stanton Ave.,Suite A, Buena Park; CA 90621 (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 r � 16
r
_�;.... Job No. 0
FIELD MEMO
Project.Name �Lmlj C:;) Client:
Site Address $
A-d'41f,'
JoD rnone
-Work Done
C. �f.Ci" O J i^� i S
Test Summary / Footings Inspected
Test
No.
Location
_
Elev.
Dry
Density
Moist
%
% Relative
Compaction
Ref. Max
pcf
Moist
%
1�047s 1. -� � � r�
6 •
5 ,J
��
IJ
No
Z -P AV3
ry
1!2.3
Z
1/
Comments
Field Tech.,Super. or Agent
24 hour notice requested to schedule Field Technician. Thank you for the"o.portunity to be of service.
Siciddgn , Engineering ;
6782 Stanton Ave., Suite A, Buena Park, CA'90621 (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. 5 Z Z - 32 7
;. FIELD MEMO y
Project Name Gf—I ( a' `/dam Client:
Site Address Li$z,v maw eY' 2 . ' • -
L� Qu t1L5
Job Phone _
'Work Done '
Test Summary / Footings Inspected -
Test
No.
Location -
Elev. '
Dry
Density
Moist
%
% Relative
Compaction
Ref. Max
pcf
Moist
%
L- o 4--
/3 4
M, Li
`Z
Lof- /37
vf-
vq-.o
N,
? d
Z
[.0-1-4Y 2
Comments -
Field Tech. Super. or Agent
24 hour notice requested to schedule Field Technician. Thank you for the opportunity to .be of service.
• .,. S'- - ._ tit ..-. ,........_.. .f .. ...- .. .. ..� .. ..._ �. .:cj _ ,. - ..
Slai dden Engineering �.
,y
6782 Stanton Ave.', Suite A, Buena Park,'CA'90621, (714) 523-0952 Fax (71-4) 523-1369
39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895
y - r Date _7/ZZ10 3
Job No. $2 `3Z % .
FIELD MEMO
Project Name P c aAa� Client:
Site Address 4 s c� �
,'Job -Phone,
Work Done
Test Summary / Footings Inspected i
Test
No.
Location
Elev.
Dry
Density
Moist
%
% Relative
Compaction
Ref. Max
pcf
*,Moist
%
L-14 Oc
—
r2-7.
1/6
i3
I
l �(
2
'
. F
.
' •
I
r
Comments
Field Tech. r Super. or Agent
24,hour notice requested to schedule Field Techl;ician. Thank you for the opportunity to be of service.
.• . ,
r ,
6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369
39-725 Garand Ln., Suite G, Palm Desert, CA 92211, (760) 772-3893 Fax (760) 772-3895
w Date 7 ZZ 6
Job No. 5 ZZ - ;2-14�
}. FIELD MEMO
Project Name Jq
1 �1E (� �iY. I �d"1 Client:
Site Address �., .f,�� l T,TT kzl
�� lY lltU�'�l
Job Phone
Work Done _
Test Summary / Footings Inspected t
Test
No.
Location
Elev. -
Dry
Density
Moist
%
% Relative
Compaction
Ref. Max
pcf
Moist
%
l
Lod 3
L D f LI
Z
t.omments
i
Field Tech. Super. or Agent
24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service.
Sladden Engi4erin
6782 Stanton Ave., Suite A, Buena Park, CA 90621 (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 �Z/
Job No. f�ZZ 3 Z79'
FIELD MEMO
Project Name i d Cj u,,.. (%m� Client:
Site Address
LCA Lw riS�fi
Job Phone
Work Done r c
�-1- �' . !'L L
Test Summary / Footings Inspected
Test
No. No.
Location
El
Dry
Density
Moist
%
% Relative,
Compaction
Ref. Max
pcf .
—
Moist
%
Lc
L,Dj
Comments
i
ie d Tech. Super -or Agent
24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service.
S9ae9ven G —9` ine�rin:g .
6782 Stanton Ave., Suite A, Buena Park, CA 90621 (7.14) 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. 52,2 -3-271�_..,,
FIELD MEMO r
Name Project 11 II n
1 N i, � � l.�yv`� �/ jJ'�- ,Client:_
Site Address , S 1,U/h�07 r c-n- _C�iZ_
Job Phone T
Work Done
Test Summary / Footings Inspected
1
Test
No.
-Location
Elev.
Dry
Density
Moist
%
% Relative
Compaction
Ref. Max
pcf
Moist "
% .
3
o
V -
.11
3
11
io'Z
4 2
36 .
131 61
P,
z;;
3a
(I•�
om
Comme is
�
Field Tech. Super. or Agent
24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service.
Slciddeh Enganeea'ing
6782 Stanton Ave., Suite A, Buena Park, CA-90621 (714) 523 0952 Fax (714) 523 1369 {
. '39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 t
i
• . - `� page, 7 0 3.
Job. No.
FIELD MEMO
Project Name L(,� Client:
Site Address
Luul "
Job Phone
Work Done
TC
•
Test Summary / Footings Inspected -
L
Test
No.
Location
Elev.
Dry
Density
Moist
%
% Relative
Compaction
Ref. Max
pcf
Moist
%
L
S �•
-f-
3.
/s ,1
Comments
, / I � L .L L �ir�/ �!' :.7 .•ems
J
l ,
-e
a
4Field
Tech. Super. or Agent
+
24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be'of service.
g . 9,
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 ;
e
w.
-� Job No. �ZZ 3,2%�,�
• FIELD MEMO ..»
Project Name 01 L""'' Client:- f
Site Address'
Job Phone
•
Work Done„ L
Test Summary / Footings Inspected ,
4
Test
No.,
Location -
Elev.
Dry
Density
Moist
%
% Relative
Compaction
Ref. Max
pcf
Moist .
%
L eN, 1�
z-
- 1
Z�6
3
u
`
Comments
U
Field Tech. Super. or Agent
24 hour notice requested to schedule Field Technician: Thank you for the opportunity to be -of service.
S'16dddn En ine�rin
9 g
082 Stanton'Ave., Suite X Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369
39-725 Ga�ancl Ln., Suite G, Palm Desert, CA 92211 - (760) 772-3893 Fax (760) 772-3895 -
All .=r}
Date % f d3
. Job No. 5 ZZ "'3 Z 71t ,
FIELD MEMO
Project Name l Client:
Site Address c ,
Z—' w
Job Phone
Work Done
//
Test Summary / Footings Inspected
Test
Location .
Elev.
Dry
No.
Density
Moist
% 'Compaction
%Relative
Ref. Max
pcf
Moist
z
(e'
-7, S—
CK�tl
i
T�
Field Tech. Super. or Agent ,
24 hour notice requested to schedule Field Technician. Thank you for.the opportunity to be of service.
41
sma- Jden Engineering' A .; • .
„ 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (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 7 /S D 3
Job No. Sz Z 3 Z-1k .
FIEL® .1'Y EMO i
Project Name ` i�-1 d !r! fJ C(." Client: ,
Site Address �! See �'i,-cTr.•1 �d�
Job Phone
Work Done
` • • � -e s -�- �,,.� �c�,�;-I--•G�,-„� ' (jY, 8v ITS Q/ �
d
Test Summary / Footings Inspected
Test
No.
Location
Elev.
Dry
Density
Moist
.%-
% Relative
Compaction
Ref. Max
pcf
Moist
%
4 2-
L-o 4-
� j
L o f r 5 3 -
/. o/
3•/
•
LD-I-
L n
L 0 I Si
/05-6,
17.0
.5
?/
Comments
11
Field Tech. Super: or Agent
24 hour notice requested to schedule Field technician. Thank you for the opportunity to be of service. "
} :SlcivcJc� Engineering
6782 Stanton Ave,, Suite A, Buena Park, CA 90621 (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
SP
Job No. j ZZ - 3 2-7
FIELD MEMO
Project Name Client:
N U
Site Address S. o E.. CZ-c e-
Lu Q u t'("1�
Job Phone
Work Done
Test Summary / Footings Inspected
Test
No.
Location
Elev.
Dry
Density
Moist
%
% Relative
Compaction
Ref. Max
pcf
Moist
%
G,
G. v 4 137
2' 3: CIli
�
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�
I l G
�7
L 4- 135
,y•�
j3.
9
13.E
cog
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113,v
20
yp
L V
G b -� Z
1X� •
l S
I ?%
I
L /Z3
i07. 1-
20.1
3
Comments '
Field Tech. • Super. or Agent,
24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be -of service.
'Sladd w Eh' ineeHh"
6782 Stanton Ave., Suite A, Buena Park, CA 90621 (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. .>ZI — 3 Z79
• FIELD MEMO
Project Name 4 1�1-
a - �ti Client: .
Site Address 5,,;e A.,
T�
-
Job Phone
r
Work Done /
Test Summary / Footings Inspected
Test Location Elev. Dry Moist % Relative Ref. Max Moist
No. Density % Compaction ,pcf - % ,
V32— he
4
3. Comments
f
a"
j Field Tech. Super. or Agent -
24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service.,
Slddden En q.ineerinc� .
6782 Stanton Ave., Suite A, Buena Park, CAV621 (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 7 /5 6 .3
e Job No. S ZZ - 3.? 7 g
FIELD MEMO
Project Name �w C �f, q,�) Client:
Site Address��,�
Job Phone
Work Done
Test Summary / Footings Inspected
Test
No.
Location
Elev.
Dry
Density
Moist
%
% Relative
Compaction
Ref. Max
pcf
Moist
%
.7
a
Comments
4 '
Field Tech. w Super. or Agent
24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service.
Sladd :' ni"gin erin _
6782 Stanton Ave., Suite A, Buena Park, -CA 90621 (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 7 7 d 3
Job No. tj ZZ - 377 8
.
FIELD MEMO ry
Project Name Client:
Site Address rz,c S" FLU •2V -
ow-( Nj - w
Job Phone -F
Work Done .
__SZ>54- �� l �' �. .lJ �jyam" �a� L dQ�,.
Test Summary / Footings Inspected
Test
No.
Location
Elev.
Dry
Density
Moist
%
% Relative
Compaction
Ref. Max
pef
Moist"
Z
LDS l,�-I
k6 .
D • y
/3, 7
2`C
L&4- /SZf
toy.
5.
9 D
r
_
Comments
Field Tech. Super. or Agent
24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service. `
n jinSleadder� E
°coring
6782 Stanton Ave.; Suite A," -Buena Park, CA 90621 (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. �JZz'3Z%/�r
FIELD MEMO
Project Name Client:
Site Address
G
Job Phone
Work Done
Test Summary / Footings Inspected
Test
No.
Location
Elev.
Dry
Density
Moist
%
% Relative
Compaction
Ref. Max
pcf
Moist
%
Z7
-1-
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2Z
L v
120
3
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3 _1
q
Comments
5 S �ZItiQ
Field Tech. Super. or Agent
24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service.
i
S6d. En inede°in
9
6782 Stanton Ave., Suite -A, Buena Park, CA 90621 (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 7 2 3
Job No. Gi ZZ 327�
FIELD MEMO
Project Name ^1 C 6 Client:
Site AddresseA, 1V'�Cft,�
Job Phone
Work Done
Test Summary / Footings Inspected- w
Test
No.
Location
Elev.
Dry
Density
Moist
%
% Relative
Compaction
Ref. Max
pcf
Moist
%
f
I
v .
iWl
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rq(,o
comments
Field Tech. Super. or Agent r
24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service.
Sladden'-f gineerin;
6782 Stanton Ave., Suite A, Buena Park, CA 90621 (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(p b 3
Job No. �J Z Z , 32 7 F.
FIELD MEMO
Project Name GI dClient:
Site Address L� S c�v tj~av e,r 2
Job Phone
Work Done r t
Test Summary / Footings Inspected
Test
No.
Location
Elev.
Dry
Density
Moist
%
% Relative
Compaction
Ref. Max
pcf
Moist
0
/,
4--
'Z
L o 4- 15 7
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%1UI III ItV 115
Field Tech. Super. or Agent
24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be�of service.
GRANITE CONSTRUCTION COMPANY
38155 MONROE ST.
INDIO,CA 92203 I
Date:1 2/10/2004 Ticket No ilftn15�9
Ticketed: 10:00:18AM
imi nnnuin T1enrc 'F"
ARRIVE
AM
START'
JOB
PM
UNLOAD r'^
FINISH
AM
LEAVE
UNLOAD
PM
JOB i v
PLANT ARRIVAL TIME Arv1 ! 'M,
Customer: !
JONES BROTHERS CONSTRUCTION CO
Customer ID:
035801 Order ID: 6559!
Job Location:
EISENHOWER & WASHINGTON '
TOBY 485 6559 LA QUINTA
Instructions: i
ON EISENHOWER WEST OF
WASHINGTON C
LA QUINTA
I
Job/PO# : ;
JOB 1942
Cost Code :
Product :
T13A46MM
3/4" MAX MED,
AR4000
Truck No: I
4-674
Truck Owner:,
JOHN REICHLE
i
Hauler:
GRANITE CONSTRUCTION
CO.
Truck Type:
Pounds
Gross
58,040
Tare
25,780
Net
32,260
Scale: 2
E /Tons Metric i
29.02 26.33_ I'
12.89 11.69
16.13 14.63
Load No: 1 16A3 Tor!
Shipped: 16.13 --
Weighmaster, 1 Granite Construction Company
Deputy: Johnny Miller
WEIGHMASTER CERTIF•ICIATEI
THIS IS TO CERTIFY that ttie following ',described comrr)UAity vj.r
weighed, measured, or counted by a weidhmaster, whose sign,iiijw
is on this certificate, who is airecognizediauthority of accuracy. as '
prescribed by (Chapter 7 (commencing with Section 12700) of . !!
Division 5 of the CaliforniajBusiness and, Professions Code! I
! adniinistered by the Division of Measurement Standards of the .
-` California Department of Food and Agriculture.
f Signed, I
i I 0 IG,VAL i
17,
r r
l •
WEEKLY INSPECTION REPORT
PROJECT NAME JC15 7VA40A116 p S.C- -ye- DIN
PERMIT NO. �13S PLAN SET NO. INSPECTOR
DATE JOURNAL OF NOTABLE ACTIVITY & ACTION ti
1-30 S' 13•4Gs 84s'c- P.4c F AVF EtsE&,WowE< 1AIr -
C' EGG TXLE . lQ�1/� hit7"J 514Z�Bav
�fDoo EA.D �oR C •
NOTICE SUMMARY FOR THIS WEEK: (INDICATE ONLY DATE s TYPE OF NOTICE ISSUED IN THIs SECTION)
F130 04/02
Page 1 of 2
` n t
CONSTRUCTION ACTIVITY SUMMARY
t.vnwnnu�y nnpiemen�awn
Non -conforming implementation.
GRADING
Clearing & Grubbing
Earth Moving: Cut & Fill
P-0 ') of 7
' Date:
Ticketed
GRANITE CONSTRUCTION COMPANY
38153 MONROE ST.
INDIO,CA,.92203 ,
1130/2004 iT icket No, 8002477
9:59:37AM t'ti
UNLOADING TIMES,
ARRIVE
JOB
AM
PM
START
UNLOAD
AM
PM
FINISH
UNLOAD
AM
PM
LEAVE
JOB
AM
PM
PLANT ARRIVAL TIME
AM PM
Customer: JONES BROTHERS CONSTRUCTION CO
Customer ID: 035801 Order ID: 121803
Job Location: EISENHOWER & COACHELLA
TOBY 485 — 6559
Instructions: MONROE TO AVE 50 GO RIGHT TO
i
EISENHOWER GO RIGHT
LA OUINTA
Job/PO# :
TOBY
Cost Code
Product :
T13A46MM
3/4" MAX MED, AR4000
Truck No:
4-103
Truck Owner:
GCCO TRANSFER
Hauler:
GRANITE CONSTRUCTION CO.
Truck Type:
Pounds E /Tons Metric
Gross 79,840 39.92 36.21
Tare 32,700 16.35 14.83
i Net 47,140 23.57 21.38
Scale: 2
Load No: 1 —23.57 Ton
Shipped: 23.57
Weighmaster: Granite Construction Company_
iDeputy: Ed Bauer
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 4
?pprescribed by Chapter 7 (commencing with Section 12700) of _.
Division 5 of the California Business and Professions Code,
i administered by the Division of Measurement Standards of the
California Department of Food and Agriculture.
Signed.
I
ORIGINAL
� �-
u
CJ d� �J�c-�.:t�--- cam• S tY'�-�--� �-_'
Test Summary/ Footings Inspected:..:
:..'
...
Test
No..
_
Location
Elev.
Dry.
Density '
Moist
%
% Relative
Compaction
Ref. Max
' ' pcf
' Moist
.—. ,.
MV
AALAA
SAll
J
/2 -Z
3
d"
w
?
!Yh°
..
.-.
Comments
-�< .5 .42dLy--e. 9 v.
Field Tech::.:.'uper. or�Agent
,.. ' :.. 24 hour•notice requested -to schedule. Field, Technician. Thank you for the opportunity ao•be: of service.::' :'.
_
a
it
...�. ti _ ._. _ _
• � � a
� � � w^M, +ram �^ -
i(...maw.w..�av�+FYa.:wN@1.9w:ao.1G.Y.MiYi.�r:2.x:�«+Sus�'.:FstivaN.9'1a1�6T Y"•'-' �'L i9feeC6avwsra.ec-a�
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Sladdo' n :Engineering .
' 6782':Stanton Ave: Suite.A;.Buena':Park, CA 90621`°" - :
7.-14'':523-0952.: •.Faz' 714 .523 1:369"
39-,725 Garand'.Ln sSuite.G;•Pal m;D.esert, CA:9221.1 _."
�-(76.0) •772-3893 ' : Tax;(760).:772-3895.
. .. � .. _
.. .. ..
Date
- .
Job,No. 2.Z -
FIELD',
MEMO
Project.Name OjcAM(0:n
'. Client:-
,.....:
_ Site Address <,-G
_
:.. Ultil
Job Phone
_
Work Done _
= Test Summary/. Footings. Inspected ...
.::
Test
No.
Location
Elev..
, Dry,
. .,Moist .:
O/0: .
%: Relative
. Ref. Max:
. Moist
_ .
Density
Compaction
y�
p
A -7
Comments
• -v
Project
Job No.
Client
Contractor
Project Mgr
DAILY CONSTRUCTION
REPORT
DATE aO3 / •d7-D
DAY
WEATHER
TEMPERATURE
WIND
HUMIDITY
AVERAGE_FIELD FORCE
Name of Contractor Non -Manual Manual
NI�UC
VISITORS
Time Representing Representing
S M
xI T I., TH S
Brite
Clear
Overcast
Rain
Snow
To 32
32-50
50-70 •
70-85.
y5u
Still
M er
JHigh
Report No.
Dry
Mo er
Humid ,
Remarks
MAN as` L/ .I ,+� � /1 — ---�' / I _ � !•
'Distribution: 1 _ Pmiect Man —
2. Field Office V 3. File Page ! of Pages
4. ClientUrl�f�f;:�
By: Eld Title Inspector
F:\Owdept\staft\fullerVnspections\DailyConst
DAILY CONSTRUCTION
REPORT
DATE
DAY
Project WEATHER
l
Job No. TEMPERATURE
Client r
� j.
Contractor
WIND.
Project Mgr
HUMIDITY
81191HURN
Brite
Clear
Overcast
Rain
32.
32-50
50-70
70-85
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Still
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High
Report No.
Dry
Moder
Humid
AVERAGE FIELD FORCE `
Name of Contractor Non -Manual Manual Remarks
1
�!C
VISITORS
Time Representing Representing Remarks
DAILY CONSTRUCTION
REPORT
DATE
DAYI. 1.
S I.M,
171
W TH 4 F S
Project
WEATHER
�
Job No,
TEMPERATURE
Client
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Contractor WIND
Project Mgr l�/itiEg
HUMIDITY
Brite
Clear
Overcast
Rain
Snow
To 32
32-50
50-70
70-85
85 u
Still
Moder
High
Report No.
Dry
IModer
Humid
AGE FIELD FORCE
Name of Contractor
r
Non -Manual
Manual
Remarks
VISITORS
Time
Representing
Representing
Remarks
EQUIPMENT AT THE SITE
CONSTRUCTION ACTIVITIES
- -
2. Field Office
3. File
4. Client
F:\pwdept\stafflfuller�nspections\DailyConst
Page I of Pages
By: Title Inspector
DAILY CONSTRUCTION
REPORT.
DATE f� rA-/ a oy .
MOFTt�'
DAY
WEATHER
Project
Job No.
TEMPERATURE
I Client r
j
Contractor
WIND
. Project Mgr l/1,;Al
HUMIDITY
HNNUIPME'
Brite
Cle
Overcast
Rain
Snow
To 32
32-50 150-70
70-85
85 u
Still
Moder
High
Report No. .
Dry
Moder
Humid
FORCE
rELD
Name of Contractor
Non -Manual
Manual
A10de
Remarks
VISITORS
Time
Representing
Representing
Remarks
v�aV VV. . I I �YVl Iv10114sG1 -
2. Field Office Page 1 of Pages
3. File I
4. Client By: 6t9en-6xrith -� ` .LjTitle Inspector
F:\pwdept\staff\fullerVnspections\DailyConst T ^
DAILY CONSTRUCTION
REPORT
DATE—
DAY .
. WEATHER
Project / .
lax
Job No.. TEMPERATURE
Client l j
Contractor WIND
Project Mgr l//ir�ES
HUMIDITY
Brite
Clear
Overcast
Rain
Snow
To 32
32-50
50-70
70-85
85 up
Still
Moder
High
Report No.
Dry
IModer
Humid
AVERAGE FIELD FORCE
Name of Contractor
�� Q �
Non -Manual
/Manual
Remarks
VISITORS
Time
Representing
Representing
Remarks '
2. Field Office Page I of Pages
3. File
4. Client, By: Eden-6r»idi itle . Inspector
F:\pwdept\staff\fullerVnspections\DailyConst
DAILY CONSTRUCTION
REPORT
DATE
S• M I T W ITHIF S
DAY
WEATHER.
Project
Job No.
TEMPERATURE
Client r
Contractor
WIND
Project Mgr 1/h�g
HUMIDITY
Brite
Clear
Overcast
Rain
Snow
To, 32'
32-50
50-70
70-85 '- •
85 up
Still
Moder
High
Report No.
L
Moder
Humid .
AVERAGE FIELD FORCE
Name of Contractor
Non -Manual
Manual
Remarks
r
VISITORS
Time
Representing
Representing
Remarks
2. Field Office
3. File-
4. Client
F:\pwdept�staft\fulleNnspections\DailyConst
Page t of Pages '
B : Elden Smith .
. Y Title Inspector
DAILY CONSTRUCTION
REPORT
DATE
S' M T I W THI.
F S
DAY
WEATHER
Project _
Job No.
TEMPERATURE
Client l
Contractor
WIND
Project Mgr
HUMIDITY .
Brite
Clear
Overcast
Rain
Snow
To 32
32-50 ,
50-70
70-85
85 up
Still
Moder
High
Report No.
JDry
IModer
Humid
RAGE FIELD FORCE
Name of Contractor
r
Non -Manual
Manual
Remarks
VISITORS
Time
Representing.
Representing
Remarks
FQUIPMENT AT THE SITE
CONSTRUCTION ACTIVITIES
2. Field Office Page 1 of Pages .
3. File•
4. Client By:) Elden Smith'. Title Inspector
F:\pwdeptlstaffUulleNnspections\DailyConst
Z r DAILY CONSTRUCTION
°� REPORT
DATE
o>: � S I M T I WITH F S
DAY
WEATHER
Project �
Job No. TEMPERATURE
Client r
t ).
Contractor WIND
Project Mgr
HUMIDITY
Brite
Clear
Overcast
Rain
Snow
To 32
32-50
50-70
70-85
85 up
Still
Moder
High
Report No.
Dry .
Moder
Humid
AVERAGE FIELD FORCE
Name of Contractor Non -Manual Manual Remarks
VISITORS
Time Representing Representing. Remarks
2. Field Office� 3. File Page 1 of Pages
4. Client By: Elden Smith. . Title Inspector
F:\Pwdept\staff\fullerVnspections\DailyConst