2627N CST E.: r. _ t
With proper validation
this form constitutes an
encroachment permit
CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit — Class III
DATE: June 27, 1997 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Desert Club Dr. from Ave. La FAndn to Ava. 52 and
Ave, 52 from Desert Club Dr. to Madison Sat.
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Install matt holes and Sketch (attach construction plans if appropriate)
conduit
DESCRIPTION OF CONSTRUCTION Trench and install
conduit SEE ATTACHED CONDITIONS
DIMENSION OF INSTALLATION OR REMOVAL
1' X 46" R 16.500' SEE GTE DRAWINGS A-1 W.O. 0543-
7F001BE) AND RELATED AVEINTUE 52
SIZE OF EXCAVATION, IF NEEDED IMPROVEMENT PLANS ON FILE WITH
1" X 46" X 16,500'
APPROXIMATE TIME WHEN WORK WILL BEGIN 7/7/97
APPROXIMATE TIME OF COMPLETION 9/5/97
ESTIMATED CONSTRUCTION COST $ 310.907,00
(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 from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work.
hood 40mmunications L
Name of Applicant (please print)
Signature of Applicant or Agent
Business Address
Telephone No.
same
Name of Contractor and Job Foreman Business Address Telephone No.
378587
1182
Contractor's License No. City Business License No.
Cxaredon America Insurance TNC0698970104
Applicant's Insurance Company Policy Number -
FEES: Subdivision Improvement Permit — Class 111
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 4,327.21 II
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL
Receipt No.
100.00
$ 9,427.21
Received by Date:
Recorded by
JUL 0 1 1997
0Z T OFtA Qt
PERMIT VALIDATION 6 ���
PERMIT NO. 2627
DATE APPROVED 6/27/97
EXPIRATION DATE 9/30/97
DATE ISSUED 6//-27/97
,y
/ Administrative Authority
Telephone: (619) 777-7075
hitt -AIL (8101 1NOMMU
A.4JD r "IaWu.OwPrr
Ae
41
3RSS131vo
"/ �irA I�t1v>rax�
0 a�noll®av H1VO
'OA, 11 alll9i
NbIlva3iWA 1dYtl3d
• �0 pq MA1�o1! .
�2 a
:ivy
PUPIM& a
pubs "fell dwo
Mi wjwd
sisP� PsWs11s MS �AI.-e1J — Y.u1Md 1Wul.AO+mw) �IiY
gsoo ualunnruos pnsw�l 1p.4iR ;wuauwA�wy sa1A�y
coos u9133/MMM.MWA13f0 #0 %C ;OWNSumeMw; oy"
U1 gn15 — Kv+�B so+ Mul uglwp410 mud
�uAtd�!(o0 1�t�OlOW'Y'FM09 AWdw0,7euYnsui.11l101YldV
�-rlrn� tb b-70"?�1„1. "m
•oN sw t•1 �ow+�t�+e usewood a'K aus w(gow�q W �P,
L L S v -b �' fob � r r a �► $`,s� r .-v
-�7 i+.,s+,r,o Isr�ollaev � ani
'W" 6141 le 1 R W1 r A� Wft d o" Oda"" aN m. Ar w /w ft"M gf
M Ali Ma lo. au% -$POP P- -in, OMMOM IK ISM W�b 00 N f " . & 049 'tMMMqP#o A414 4R1MIM IM MIM AWVAa
•PMMS 4K a- 4— -W -M 00 !o U11Ma0 w .aror I*& ,AOpA-- -ft is Aa—ft a1MP-1 j" OW 40ft .
u"wIOft $I* W wenwhe Pa." 1 --ma Wl'*MR tiralprpuA tilts. 40 to umm ft*Awa • M W&AM11300 A bwWdit
4.�sshe .6 ftNAM - ONNAD - "N 'W*jJvP m 'w — aANA 0- WOW WA2 .e "~ %Aq aNaw+ ON - MMM I '-aMUM
0 a* Aw fvoft aw W 4 =1wft'vmA* Aw► 0- -.oftu--d- 'YOIaY 'o -D M YI 'AN3 -0 -01 ¢IN Pow, I
:oi MuOs A4aw >wAl1�• Wl 'liwMd A!W io Oultus�5 slP �O uopaespptiloA .us .
(nwrwsAgAiml 411aslda •ofpw supwism WVANMM m+pw Pa "PAW
11�� �� � as ,�rN ouvr�
�lP .r2VWdAaAG W) Z C� —M k Y,2 � — N01lii� !O IOU ati1MN
--'�"'� �"r"�" MI�sM '1� IM bM01N NdMM 31KLL 3111NtlXONddld' .
pc r X1,tiX ( IVAOM V HO N01111JjVj9N130 U09MR142
NaVin 21i.000 40 Mai 19A9t�
�n
(gsledoidds tualp uas�nilsuoo 4 -UN) $� 4 u r WOIJ.:Kt d0 700d11f1d
(-a-" W W(1d10L1 a A M4100 now
u — q+ } . —j-VrDr wShwAsmw i0 NQII
nl >� blw/Od IusurAaawl �41t1w � � � J � r •��
III Who —1'uL44 luruwaewy ueK!Alpqm
9NOIs1/ Icon$ 03AO,I4ddY Pu+ S.LN3W3A0adW1 NONIW W!Ak u6!►U"66 u! rwAwe.6j"j SWGM atll,nd MI anlq WA
W!" J%m VAN NS&$ GUtVM 'rjjI@MM fl 'JW6W6A.6 •aAA.iA.I.P 44AA� aleu.d jo alwoo ao U*4bruleu4o sip and
(1N3WW0V0H3MM) N0110noutmw SNIAOM 3119(w
1twa3a W0.4 14011vollAdw
WMIA9 d1. 30 A113 I�wao waHtapaeau.
us mie puw WA V1N
ie8(IsPll�► nesr4l MANY! .
!uau
Z0 39Cd alriznn vi j0 Ali,,) SSTLLLL6T9 61:�0 L66/LZ/90
Z 'd 9585 ZSL 619 ONI 'WYN'OO 000H hOdA WdB7.' 8 L661 -LZ -9
t
6-27-1997 8 : 45AM FROM HOOD COMM, I NC. 619 752 9856 P.4
"CONTR%iCTED UNDERGROUND C( JCTION
UNIT PRICE SCHEDULE '
Remove 5 -part ser from pad before use.
DISTRIBUTION
(1) Originator • Complete references and forward
5 -part form with bid package.
Q7)Contractor - Complete items =l • 9 .'cJ apprapririe)
sign and forward '4 copies with s.bm:tted bid.
Retain goldenrod copy,
(.3) Bid Officer _ Retain green copy, Forward white
copy to originating RC, Forward pink copy' to
area E &C Mgr. • 0. P. (FC . Forward
yellow copy' to PC 3705, Santa Monica.
(x For lo,c hid uniy.)
(4) Originating RC • File white copy with W.O. file.
REFERENZES
W-0.0543-7FOOIBE (BIL #2)
Job Locotion
0,;q. Rc Ci,y LA QUINTA
CONTRACTOR-Providc unj► price for units and work operations
appl;eeble to the above referenced work. Unit priccs will be
used, to the extent applicob!e, in the event it is necessary
to dc�icte from Werk ind;coted on plans accompanying
rcfcrcnced work order. All costs (prices) shall reflect
installations which comply with rules set forth by Got, PUC, F
federal, state end local governmentol.agencies involved.
r..
I NP— LACE i IN-PLACE
UNIT PRICE , UNIT PRICE i
1. MANHOLES- (5i:e 3" Ref.) %C at .4)
6 X 12 X 7 [6_243 - 00__.
i
S X 10 112 X' 6 117 _.�17, 4-'9 5 3.00
2. PULL BOXES (Size; Type Cover; IQ1..1!)
f och)
3. KAIDOOM (Siar,- Type) (Q.:y) �E 9CFl
BRIDGES 7,607.00
6.i
66
l is 17.
4: BORING (Include cosi of steel ::caing BORE
cchenusrd.) LEN, 1F7 -!I IN. FT.)
Alar..) I
lSi:c)
5, ?.OWING EST'O LEN. (FT.) (Lk';. FT.)
"DEPTH
I DEPTH !
DEPTH j 9..
CONTR 0 .ROOD CO CATI , IN--
SIGNED
NCSIGNED DATz 6/23/97
BRUCE E. CASH, EXECUTIV VICE PRESIDENT
• I
TRENCH ."For Buried Fac',. 1 FST'D I l`
EST'D S17 (in'rAes) LEN. -FT.1 i
W. X D. j
W. X D.
W. X D. I
W. X. D. I I
TRENCH !frith Conduit) EST'D TR. ! i
DUCT SIZE NO. OF DUCTS LIE N.;FT. ITR. FT;J I
41t "� Ll ,_i6b I 1 3- Rc-
_
4" D. I 5,128 _ ' T 9.50 I
D
(Trench. Liv! Price includes -il excavctirg or,d i `
i
lrncK 1:11i,^ -g (nncrior.s • excladas ire.. -s = " ?.)
EST'D
SURFACE CUTS !Nae in item ti! LEN. (FT., i 21N. FT.) !'
CONCRETE SIDEWALK( ! I
ASPHALT PAVING 1
CONCRETE PAVING
f
EST'D AR"e4�
PAVING (\'ot it,, item z 6) (5Q. FT.) I (SQ. FT.; '.
TEMPORARY i
PERMANENT
CONC. SIDEWALK
ASPHALT I �flA
CONCRETE
LANDSCAPING.
COMME NTS: .
LABOR & EQUIPMENT 5134,652.00
MATERIAL 167,533.00
TAX {
'TOTAL, 53.152.907 - 00
6-27-1997 6 : 44ANI FROM HOOD COMM. I NC. 6'19 752 9656
uuizii�r I'•xt g8:3v FAd:502 U45 1411. LOMBARDY HOLLINC
R"
P. 3
��B'���•
CERTIFICATE OF INSURANCE t93UE OATS (MM/DD/YY;
6/271.97
PRoaucERTMIS
CERTIFICATE 18 ISS ED AS A MATTER Or INFORMATION ONLY AND
�D Wl 11 i 8Dt$
Jay icy
CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE
DOES NOT AMEND. EXTEND
328 N,. Newport Blvd., #563 '
OR ALTAR THF COVERAGE AFFORDED BY THE
POLICIES SILOW.
Newport Beach, Ca. 92663
COMPANIES AFFORDING. COVERAGE
Phone: 714-645-6680
6
Fax . 7I4 -642-59E8
COMPANY
A
ETTE
LET"rER Clarendon Amrica Insurance
tesvAEO
COMnANr
LET7EA 8 U. S . F, a G. Insurance Copany
f�,.. ..,...,
Hood �ujuniCations, Inc.
coMPA"Y C Nat 1vnal Union Fire Insurance Ompany
LETTER
21496 Main Street
. Grand.Terrace; Ca. 92324
COMPANY -
Lernn D
COMPANY
•
LET7EA
COVBRAOEB
THIS 1$ TQ GERTIFV THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSVED TO THE INSVREO NAMED ABOVE FOR THS POLICY PEA=
INDICATED, NOTWITMSTANOING ANY REOUIREMENT, 7601M OWCONDITION
Of ANY CONTRACT OR OTHER DOCUMENT W:TM AESPeCT TO VPHICF! THIS
CERTIFICATE MAY BE I$SVE0 OR MAY PERTAIN, THE INSURANCE
AFFORDED BY TME POLICIES DESCRIBED HfAtIN 1$ SUBJECT TO ALL THE TERMS.
EXCLUSIONS AND CONDITIONS OF SUCH POLICIBS• LIMITS $MOWN MAY HAVE BEEN REDUCED 8V PAID CLAIMS.
00 TV PG OF INSURANCE POLICY NUMBER
LTR
POLICY !iFlCTWE POLICY EXPIRATION LIMITB
DATE (MMIODIM OATAt (MMIODlYY) ;
GENlRAL LIABILITY
." CENTRAL ADORlOATE 1 2,000,000
A X coMMERCIA� GENERAL LjAftilV MC0698970104
4/15/97 4115i98 PRQoucTa.coMProP AcG. A 1,000,000
CLAIMS MAOF' X OCCUR
PERSONAL A ADV. INJUAv 'A 1,000,000
X, OOWNNEA'6iCONTRACTOA'S PROT.
EACH OCCUORENCE S 1,000,000
X NOU Coverage
RIRC CAMAOE (Any oro lh* f 50,000
'
MED. ptKt4K (MT VM w�cwo f 5 0
AUWOMOe1LE LIABILITY-
B X ANY AUTO 1AB300821422-00
015197 4115198 f°,Teo ylrool! s 1,000,000
All OWNED AVTOS
BODILY INJURY
GCOEOULEO AUTOS
IPL'Ponorl
HIRED .�UT39
I
ILV RY
NON•OWNEAUT
D OS
- i bcc.do . '
GARAGE CIAeILtTr
' PROPERTY DAMAGE "I "
EXCESS LIABILITY
EACH OCCURRENCE s
UMBRELLA FORM -
AGGREGATE
. OTHER THAN VMVAELLA fORM
-
WORkER'6 EOMMINOATION
STATUTORY LIMITS -
C ANO 4157856
6/1519T 6/15/98 ' EACM ACCIOENr, S 1,000,000 1
DISEA$b—PQL4CY LIMIT A 1,600,000
ESIPLOYERS' b1AlIUTY
•
O(SEASE-CACMEMPLOY(e i 1.0 QnLOQ
��.
DTNeR "
DESCrtPTIONQ>:OVERATIONS/LOCATION@roEWCLearaPecuLrTwra 10. Days Notice of Cancellation for Non -Payment of Premt = .
The City of La Quinta is cured an additional insured as respects WOM performed in tho city
limits by the nod.insured.
I
I
CEFMFICATB MOLDER
CANCELLATION l
City of L8 Quince
`
SHOULD ANY OF TME ABOVE OESCRISEO POLICIES BE CANCELLEO SEPORE THE !
78-495 Calle Vico
EXPIAATioN DATE THEREOF. THE ISSUING COMPANY WILL ENDEAVOR TO
`(•a. 92253
Tia Qlinta,I
MAIL 3Q PAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
LEFT-BuT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIOATION OR
'
LIABILITY OF, ANY KIND UPON THC COMPANY, ITS ACIINTS OR REPRESENTATIVES.
"
- AVTNPRIEEO RlPR9!lNT4T�Y! .
ACORo
�6AWAO CORPORATION 1990
6-27-1997 8:42AM FROM HOOD COMM, INC. 619 752 9856 P.1
•
"a. 51.4- ,� ;.'��`t"''� C'UNZ'RaC1'OtZS i ir:i t�k N �'75S6
^��.. _
I
o I1�
�ns
t TU: y 1
'+TT
—...ssz�. �v/lir ... _....__.._...__...._.
J FA.X NUhl.FIFR:
L
h Ul T: I.CI Of 1'4 e, ko folly,.
}'k OM
Y.O. BOX 23.26 CULTON ��
CA�32.tR� z�1y96 MAIN�909\27/4,0577 _' .
!
SThZk.F f GRAND 7'1'.Itit,> (:'F., .CA 9231 1
j2A per
Lics
' 4), e '.
CONFIDE IA.LITY NOTE - t
i
THE INFORMATION CONTAINED IN 'THIS FACSIMILE.
ANO CONPIDENTlAL IAIFORMATION INTENDED ONLY FC)fiMFS57 SEE IS �LEGALLI' r"'FsIVILEGEG.
OR ENTITY NAMED ABOVE. IF THE READER OF THIS MESSAGES J NOO'Ii Ttil=rv;V1`E`N
RECIPIENT, YOU ARE. HEREBY NOTIFIED THAT..ANY DISSEMINATION, DISI, RIBUTI VED T ''N
OR COPY OF .THIS TELECOPY IS STRICTLY PROHIBITED. IF YOU HAVE RECEIi
TELECOPY IN ERROR, PLEASE IMMEDIATELY .NOTI'rY US 8Y T1 TELEPHONE AND RET�rI Ih
THE.OR,IGINAL MESSAGE TO US AT THE ABOVE ADDfiESS VIA THE UNi7EO STATES
POS -7 -AL SERvicc.
SPECIAL CONDITIONS --PERMIT NO. 2627
--- Hood Communications, Inc. ---
In addition to the standard permit conditions, the following shall apply:
1. This permit authorizes the installation of a new fiber optic line in locations and alignment indicated
in GTE drawings A -I (W.O. 0543-7601 and as agreed verbally with GTE on May 23, 1997, and
June 16, 1.997. The alignment of thefiber optic line and the installation of the GTE manholes shall
allow for future Citywide improvements planned for Desert Club Drive and Avenue 52. Where
ultimate improvements are planned, GTE facilities shall be placed in such a way as to allow for such
improvements. The City does not authorize the construction of any GTE facilities which will
conflict with proposed or future curb and gutter alignments, or storm drain facilities. GTE, and/or
its contractor, shall bear the cost of relocating or adjusting any improvements associated with this
facility which are found to conflict with planned or future improvements.
2. All work shall be performed in accordance with the latest edition of the Standard Specifications For
Public Works Construction (SSPWC).
3. Hood Communications, Inc., "Permittee", shall be responsible for providing continuous dust and
erosion control. The Permittee shall. stabilize any soil that is left disturbed as a result of work
performed under this permit with an approved dust control treatment. The City shall have the right
to stop work in progress in the -event dust control standards are not met. The Permittee shall not
proceed with work until dust levels are reduced and clearance is given by the City Inspector. .
4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and
more frequently if required.
5. The Permittee shall comply with the local noise ordinance. Operation and maintenance of equipment
within one half mile of human occupancy shall be performed only during the following time periods:
October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 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.
6. Work performed within 500 feet.of any 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 any'intersection is to be altered in any way.
7. Work shall be prohibited on legal holidays including Sundays. Work is allowed on Saturdays only
if special arrangements, including payment of overtime inspection fees, have been made two (2)
working days prior to the desired Saturday.
Special Conditions - Permit No. 2627
Page 1 of 3
SPECIAL CONDITIONS --PERMIT NO. 2627
--- Hood Communications, Inc. ---
8. The 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. Upon notification, the Permittee shall respond immediately to correct said damage at its own
expense.
9. 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). The Permittee
shall submit a traffic control plan that shall provide for a minimum of one travel lane on paved
surface with a flagman as necessary. Access and egress to all local properties shall be maintained
at all times. It shall be the Permittee's responsibility to detour and barricade the work site.
10.. Prior to excavating, the Permittee shall contact Underground Service Alert at 1-800-422-4133.
11. Should. additional work, materials, or modifications of the work be required in order to meet city
standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall
.be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost
to the City of La Quinta.
12. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if
within the existing travel way, -at the end of 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, the Permittee may leave a length of excavated trench not to exceed twenty (20)
feet open overnight at a point where construction will begin the next day, provided that this length
of trench is completely covered by steel plating.
13. Backfill compaction within improved street rights-of-way shall conform with Section 306-1.3 of the
SSPWC. Native material maybe used as backfill material provided that all trench backfill up to
subgrade level is compacted to a minimum relative density of 90% with a minimum frequency of
one test per every 300 linear feet per lift. All backfill shall be mechanically compacted in lifts of
eight (8) inches or less. 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. The Permittee shall pay all costs for geotechnical testing of backfill
required by the City. All test data shall be submitted to the City.
14. Due to the nature and configuration of the trenching to be performed within the Desert Club
Drive/Avenue 52 intersection, the trench shall be saw cut an additional l' on each side of the
excavation area and a buttjoint created. The edges shall be saw cut to straight, stable, and unyielding
edges. Feather joints are not acceptable. The finished pavement surface shall be. smooth and
consistent, and shall conform to the surrounding grades. Trenches in the street section shall be
permanently paved within seven (7) days after completion of the work unless otherwise approved
by the City.
Special Conditions - Permit No. 2627
Page 2 of 3
SPECIAL CONDITIONS --PERMIT NO. 2627
=-- Hood Communications; Inc: ---
15. Permanent pavement replacement structural sections within Avenue 52 shall be one inch greater than
existing of asphalt concrete or 5V? minimum, whichever is greater, over 6" of aggregate base
material. The asphalt concrete and base material layers shall be compacted to a minimum relative
density of 95%. The asphalt concrete mix design shall be approved by the city prior to placement.
16. All,landscaping, irrigation lines, decorative rock, decorative concrete, lighting, etc., shall be replaced
to its original condition. Existing curb and gutter, sidewalk, medians or other existing improvements
shall be protected in place to the extent possible.. If removal is required, approval shall be granted
by the City Inspector prior to removal. Improvements removed shall be replaced in kind by the
Permittee as directed by and to the satisfaction of the City Engineer no later than seven (7) days after
the completion of the work authorized by this permit.
17. The Permittee shall notify the City Engineering Department a.minimum of 48 hours prior to start of `
any work at (760) 777-7075.
18. The city has designated by ordinance 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 the restricted street if making a delivery or pickup on the subject street, or "
if this permit specifically. grants permission to use the street to' deliver street construction .materials
and/or equipment.
19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
Project GTE Fiber Optic Line- Desert Club/Ave 52
Job No. EP 2627
Client GTE
Contractor Hood Communications
Project Mgr John Durbin (GTE)/Mark Guitterez (Hood)
DAILY CONSTRUCTION
REPORT
DATE 7/2/97
WEATHER
TEMPERATURE
WIND
HUMIDITY.
DAY
S
I M
I T
I W
TH
F
S
Cloudy
Rain
Snow
x
AVERAGE FIELD FORCE
en y
Non -Manual
Manual
5
Remarks
crew
Clear
cloudy
Cloudy
Rain
Snow
x
To 32
32-50
50-70
70-85
85 up
x
Still
Moder
High
Report No.
x
Dry IModeTurnid
x
AVERAGE FIELD FORCE
Name of Contractor
Hood Communications
Non -Manual
Manual
5
Remarks
crew
VISITORS
Time
9:45
Representing
City of La Quinta
'Representing
Remarks
M. Fuller
EQUIPMENT AT THE SITE
miscellaneous light equipment "'
CONSTRUCTION ACTIVITIES
GTE Fiber Optic Line
9:45 Contractor has been in process of laying out locations of new GTE fiber optic line along Desert Club
Drive and Avenue 52; contractor has coordinated with GTE to make sure location of new utility
does not conlfict with the Tradition development utilities; Tradition Project Superintendent Mike
Allen has been advised of work and is scheduled to meet with GTE and Hood Communications
Monday a.m. to review fiber optic .line layout and adjust location/alignment as necessary to accorri-
modate utilities to be brought onto development; contractor intends to begin excavating for two vaults
on Desert Club and one on Ave 52 on Monday and install vaults on Tuesday; Tradition Super. Mike
Allen has agreed to remove the,chain link fence from right of way to allow construction of GTE
utility;
2. Field Office
3. File
4. Client
F:\pwdept\staff\fuller\inspections\970702a
- By: Marcus Fuller
Pagel of 1 Pages
Title Assistant Engineer I
DAILY CONSTRUCTION
REPORT
DATE .7/7/97
WEATHER
Project GTE Fiber Optic Line - Desert Club/Ave 52
Job No. EP 2627 TEMPERATURE
Client GTE
Contractor Hood Communications WIND
Project Mgr John Durbin (GTE)/Mark Guitterez (Hood)
HUMIDITY
DAY
S
FM 7T.
art y
Non -Manual
W
TH
F
S
I
x
Snow
x
VERAGE FIELD FORCE
art y
Non -Manual
Manual
5
Remarks
crew
Clear
cioudy
Cloudy
Rain
Snow
x
To 32
32-50
50-70
70-85
85 up
x
Still
Moder
High
Report No.
x
Dry
Moder
Humid
X
VERAGE FIELD FORCE
Name of Contractor
Hood Communications
Non -Manual
Manual
5
Remarks
crew
VISITORS
Time
10:45
Representing
City of La Quinta
Representing
Remarks
M. Fuller
EQUIPMENT AT THE SITE
John Deere 31OD backhoe, miscellaneous light equipment
CONSTRUCTION ACTIVITIES
GTE Fiber Optic Line
10:45 Arrived on site; contractor on site at Avenue 52, currently m progress of excavating the vault for
manhole #141 at station 50+63 (east of Washington Street), approximately 10'6" off of existing edge
of pavement; centerline of new trench is approximately 50' from the centerline of Avenue 52; con-
tractor will layout centerline of trench along frontage of Tradition development (Tract 28470) to.
coordinate with the developer in.identifying the location of the future utilities to the development and
the GTE fiber optic line;
• t .
Distrihutinn, 1 Pmi—t Ma. ,oma
2. Field Office v
1 3. File
4. Client
F:\pwdept\staff\fuller\inspections\970707c
Page 1 of 1 Pages
Title Assistant En ineer I
Project GTE Fiber Optic Line - Desert Club/Ave 52
Job No. EP 2627
Client GTE Fiber Optic Line - Desert Club/Ave 52
Contractor Hood Communications
Project Mgr John Durbin (GTE)/Mark Guitterez (Hood)
DAILY CONSTRUCTION
REPORT
DATE 7/9/97
WEATHER
TEMPERATURE
WIND
HUMIDITY
DAY
S
M
T
W
TH
F
S
Cloudy
Rain
Snow
x
AVERAGE FIELD FORCE
partly
Non -Manual
Manual
5
Remarks
crew
Clear
Cloudy
Cloudy
Rain
Snow
x
To 32
32-50
50-70
70-85
85 up
x
Still
Moder
High
Report No.
X
Dry
Moder
Humid
X
AVERAGE FIELD FORCE
Name of Contractor
Hood Communications
Non -Manual
Manual
5
Remarks
crew
VISITORS
Time
10:00/2:15
Representing
City of La Quinta
Representing
Remarks
M. Fuller
EQUIPMENT AT THE SITE
John Deere 510C backhoe, John Deere 31 OD backhoe, miscellaneous light equipment
CONSTRUCTION ACTIVITIES
GTE Fiber Optic Line
10:00 Arrived on site, contractor on site at Avenue 52, currently in progress of installing GTE vault, man-
hole #178 at station 64+38, 49' from centerline of Avenue 52 to front of vault; vault excavations are
10'4" deep from existing finish surface edge of pavement; all construction is off of Avenue 52;
no lane closures required; contractor has installed 5 GTE vaults;
2:15 returned to job site; contractor has proceeded east along Ave 52, has set 4 vaults today, ending at
station 85+05, manhole #181 (moved 10' east to clear existing 12" irrigation line at station 84+95);
contractor intends to continue east on Avenue 52 tomorrow, has 4 remaining vaults to install, besides
6 vaults adjacent to Tradition property;
Uistnbution: 1. Project Manager
2. Field Office
3. File
4. Client
F:\pwdept\staff\fuller\inspections\970709a
Page 1 of 1 Pages
By: Marcus Fuller Title Assistant Engineer 1
Project GTE Fiber Optic Line - Desert Club/Ave 52
Job No. EP 2627
Client GTE
Contractor Hood Communications
Project Mgr John Durbin (GTE)/Mark Guitterez (Hood)
DAILY CONSTRUCTION
REPORT
WEATHER
TEMPERATURE
HUMIDITY
DATE 7/11/97
DAY
S
M
T
W
TH
F
S
Cloudy
Rain
Snow
x
x
AVERAGE FIELD FORCE
B y
Non -Manual
Manual
5
Remarks
crew
Clear
cloudy
Cloudy
Rain
Snow
x
To 32
32-50
50-70
70-85
85 up
x
Still
Moder
High
Report No.
.
LX
Moder
Humid
AVERAGE FIELD FORCE
Name of Contractor
Hood Communications
Non -Manual
Manual
5
Remarks
crew
VISITORS
Time
9:45/2:30
Representing
City of La Quinta
Representing
Remarks
M. Fuller
EQUIPMENT AT THE SITE
John Deere 510C backhoe, John Deere 31 OD backhoe, miscellaneous light equipment
CONSTRUCTION ACTIVITIES
GTE Fiber Optic Line
9:45 Arrived on site, contractor on site at Avenue 52 on south side, adjacent to Tradition property;
currently excavating at manhole #135 at station 10+40, contractor used Keith International surveyors
to stake TC elevations for all 6 vaults adjacent to Tradition property to verify that the vaults do not
impact future curb and gutter, no conflicts have been found to date; work is off of street, no lane
closures have been required; contractor is also in process of -excavating at manhole #136 at station
17+06 for another vault;
2:30 returned to job site, contractor is completing construction from today; has installed 4 GTE vaults
adjacent to Tradition property along Avenue 52, work areas have been backfilled and secured;
Uistribuuon: 1. Project Manager
2. Field Office
3. File
4. Client
F:\pwdept\staff\fuller\inspections\97071 1 a
By: Marcus Fuller
Pagel of I Pages
Title Assistant Engineer I
Project GTE Fiber Optic Line - Desert Club/Ave 52
Job No. ' EP 2627
Client GTE
Contractor Hood Communications
Project Mgr John Durbin (GTE)/Mark Guitterez (Hood)
DAILY CONSTRUCTION
REPORT
DATE 7/14/97
WEATHER
TEMPERATURE
WIND
HUMIDITY
DAY
S
M
T
W
TH
F
S
Cloudy
x
Snow
x
AVERAGE FIELD FORCE
ert y
. Non -Manual
Manual
5
Remarks
crew
Clear
cloudy
Cloudy
Rain
Snow
x
To 32
32-50
50-70
70-85
85 up
x
Still
Moder
High
Report No.
x
Dry
Moder
Humid
X
AVERAGE FIELD FORCE
Name of Contractor
Hood Communications
. Non -Manual
Manual
5
Remarks
crew
VISITORS
Time
10:00/2:30
Representing
City of La Quinta
Representing
Remarks
M. Fuller
EQUIPMENT AT THE SITE
John Deere 510C backhoe, Johri Deere 31 OD backhoe, miscellaneous light equipment
CONSTRUCTION ACTIVITIES
GTE Fiber Optic Line
10:00' Arrived on site, contractor on site at Avenue 52 continuing with construction; Marco Guitterez and
John Durbin on site at the All American Canal to. discuss methods of attaching the fiber optic line to
the side of the bridge; contractor also in process of potholing near bridge to find location of existing
cable; contractor is also currently excavating. for GTE vault just east of Tradition development
entrance; all work is off of pavement in future improvement area;
2:30 returned to job site; contractor has completed installation of 2 GTE vaults adjacent to Tradition
development entrance, each will be within the widened street section of Avenue 52, contractor has
provided CDF slurry backfill around these 2 vaults to provide the required compaction, advised
foreman of citizen complaint of trash from construction at 51350 Desert Club Drive, advised foreman
to stop by site and clean up any construction debris left on site; contractor intends to begin trenching
tomorrow for fiber optic line, starting at east end of project;
Distribution: 1. Project Manager
2. Field Office
3. File
4. Client
F:\pwdept\staff\fuller\inspections\970714b
By: Marcus Fuller
Page I of I Pages
Title Assistant Engineer I
Project GTE Fiber Optic Line - Desert Club/Ave 52
Job No. EP 2627
Client GTE
Contractor Hood Communications
Project Mgr John Durbin (GTE)/Mark Guitterez (Hood)
DAILY CONSTRUCTION
REPORT
DATE 7/15/97
S I M IT I W TH F S
DAY x
WEATHER
TEMPERATURE
WIND
HUMIDITY
AVERAGE FIELD FORCE
Fary
Non -Manual
Manual
5
Remarks
crew
Clear
Goody
Cloudy
Rain
Snow
Remarks
M. Fuller
x
To 32
32-50
50-70
70-85
85 up
x
Still
Moder
High
Report No.
x
ffoder
Humid
X
AVERAGE FIELD FORCE
Name of Contractor
Hood Communications
Non -Manual
Manual
5
Remarks
crew
VISITORS
Time
1:30'
Representing
City of La Quinta
Representing
Remarks
M. Fuller
EQUIPMENT AT THE SITE
John Deere 510C backhoe, John -Deere 31 OD backhoe, miscellaneous light equipment
CONSTRUCTION ACTIVITIES
GTE Fiber Optic Line
1:30 Arrived on site, contractor on site at Avenue 52 east of Jefferson Street, have begun to trench for new
fiber optic line between Madison Street and All American Canal bridge; contractor has piled native
fill adjacent to edge of pavement and trench and is using 2 John Deere 510C backhoes to backfill
trench; -water truck on site to provide moisture for backfill material; contractor is using flagmen at
either end of work area and have -closed east bound lane; contractor excavated 600-700 feet today,
36" deep, advised foreman of compaction requirements and need for compaction tests; foreman intends
to schedule for compaction testing, also advised foreman of continuing complaint from resident at
51350 Desert Club Drive (Lucia, Gomez), regarding debris/trash in front of residence, advised
foreman to clean up area today;
Distribution:. 1. Project Manager
2. Field Office
3. File
4." Client
F:\pwdept\staff\fuller\inspections\970715a
Page I of 1 Pages
By: Marcus Fuller Title Assistant Engineer I
Project GTE Fiber Optic Line - Desert Club/Ave 52
Job No. EP 2627
Client GTE
Contractor Hood Communications
Project Mgr John Durbin (GTE)/Mark Guitterez (Hood)
DAILY CONSTRUCTION
REPORT
WEATHER
TEMPERATURE
HUMIDITY
DATE 7/16/97
DA'Y
S
M
T
W
TH
F
S
Cloudy
Rain
Snow
x
x
AVERAGE FIELD FORCE
pa'y
Non -Manual
Manual
5
Remarks
crew
Clear
cloudy
Cloudy
Rain
Snow
Remarks
M. Fuller
x
To 32
32-50
50-70
70-85
85 up
x
Still
Moder
High
Report No.
x
Dry
Moder
Humid
X
AVERAGE FIELD FORCE
Name of Contractor
Hood Communications
Non -Manual
Manual
5
Remarks
crew
VISITORS
Time '
9:45/1:30
Representing
City of La Quinta
Representing
Remarks
M. Fuller
EQUIPMENT AT THE SITE
(2) John Deere 510C backhoe, John Deere 31 OD backhoe, miscellaneous light equipment
CONSTRUCTION ACTIVITIES
GTE Fiber Optic Line
9:45 Arrived on site, contractor on site along Avenue 52 near All-American canal, continuing with
trenching and installation of new fiber optic conduit along south side of Avenue 52, approx. 10' off
of edge of pavement; contractor is using backhoes in excavation operations, all work is currently off
of pavement, but traffic control and warning signs are up, as well as 2 flagmen to direct traffic around
work area; contractor has backfilled from manhole, 185 (station 144+56) west to present location near
canal; backfill appears to be accomplished to minimum requirements, but compaction tests are yet to
be provided, dirt shoulder area has been backfilled and regraded and appears to resemble its previous
shape and grade; compaction tests scheduled for 12PM;
1:30 Returned to job site; contractor has installed section of conduit along Avenue 52, east of All-American
canal and is in process of backfilling trench; also on site at Avenue 52/Jefferson Street intersection
in existing GTE vault installing locator into existing conduit to find stub out on other side of Jefferson
Street; compaction tests on previous backill 2 out of 3 failed to meet minimum requirements; contractor
has been advised to apply additional compaction efforts in area, contractor intends to obtain heavier
equipment to provide additional compaction effort required.
Uistnbution: 1. Project Manager
2. Field Office .
3. File
4. Client
F:\pwdept\staff\fuller\inspections\970716a
By: Marcus Fuller
Pagel of 1 Pages
Title Assistant Engineer I
Project -GTE Fiber Optic Line - Desert Club/Ave 52
Job No. EP 2627
Client GTE
Contractor Hood Communications
Project Mgr John Durbin (GTE)/Mark Guitterez (Hood)
DAILY CONSTRUCTION
REPORT
DATE 7/17/97
WEATHER
TEMPERATURE
WIND
HUMIDITY
S M T W TH F S
DAY X
AVERAGE FIELD FORCE
ey
Non -Manual
Manual
5
Clear
cloudy
Cloudy Rain
Snow
Representing
City of La Quinta
Representing
x
To 32
32-50
50-70 70-85
85 up
x
Still
Moder
High Report No.
x
Dry
IModerlHumid
X
AVERAGE FIELD FORCE
Name of Contractor
Hood Communications
Non -Manual
Manual
5
Remarks
crew
VISITORS
Time
1:15
Representing
City of La Quinta
Representing
Remarks
M. Fuller
EQUIPMENT AT THE SITE
1 (2) John Deere 510C backhoe, John Deere 31 OD backhoe, CAT 12G blade, misc. light eauinment
CONSTRUCTION ACTIVITIES
GTE Fiber Optic Line
1:15 Arrived on site, contractor on site at Avenue 52; contractor is currently in process of backfilling
trench immediately east of Jefferson Street; contractor is now using a CAT 12G blade to regrade and
compact trench; work is off of edge of pavement, traffic control and warning signs have been installed.
Distribution: P. Project Manager
2. Field Office
3. File
4. Client, By: Marcus Fuller
F:\pwdept\staff\fuller\inspections\970717a
Page 1 of 1 Pages
Title Assistant Engineer I
Project GTE Fiber Optic Line - Desert Club/Ave 52
Job No. EP 2627
Client GTE
Contractor Hood Communications
Project Mgr John Durbin (GTE)/Mark Guitterez (Hood)
DAILY CONSTRUCTION
REPORT
WEATHER
TEMPERATURE
HUMIDITY
DATE 7/21/97
DAN
S
M
T
W
TH
F
S
Snow
X.
Representing
x
To 32
32-50
AVERAGE FIELD FORCE
ay
Non -Manual
Manual
5
Clear
Cloudy
Cloudy Rain
Snow
Representing
City of La Quinta
Representing
x
To 32
32-50
50-70 70-85
85 up
x
Still
Moder
High Report No.
x
Humid
Dry
Moder
x
AVERAGE FIELD FORCE
Name of Contractor
Hood Communications
Non -Manual
Manual
5
Remarks
crew
VISITORS
Time
8:30
Representing
City of La Quinta
Representing
Remarks
M. Fuller
EQUIPMENT AT THE SITE
(2) John Deere 510C backhoe, John Deere 31OD backhoe, CAT 12G blade, misc. light equipment
CONSTRUCTION ACTIVITIES .
GTE Fiber Optic Line
8:30 Arrived on site, contractor on site at Jefferson Street/Avenue 52 intersection, contractor is currently
excavating pit adjacent to GTE vault west of Jefferson Street and is installing 4" pvc conduit stamped:
"CARLON 4" PVC GTS -8342 DB -100 68915GT"; compaction tests on previous backfill scheduled
for today or tomorrow; contractor intends to add more water to previously worked areas and
recompact to achieve minimum relative compaction requirements; all work is to south side of Avenue
52, no lane closures have been required.
Distribution: 1. Project Manager
2. Field Office
3. File
4. Client
= r. By: Marcus Fuller
;r
F:\pwdept\staff\fuller\inspections\970721 a
Page 1 of I Pages
Title Assistant Engineer I
Project GTE Fiber Optic Line - Desert Club/Ave'52
Job No. EP 2627
. Client GTE
Contractor Hood Communications
Project Mgr John Durbin (GTE)/Mark Guitterez (Hood)
DAILY CONSTRUCTION .
REPORT
DATE 7/22/97
WEATHER
TEMPERATURE
WIND
HUMIDITY
DA -Y
S
M
T
W
TH
F
S
Cloudy
Rain
x
`
x
AVERAGE FIELD FORCE
Pailly
Non -Manual
Manual
5
Remarks
crew
Clear
Cloudy
Cloudy
Rain
Snow
`
x
To 32
32-50
50-70
70-85
85 up
x
Still
Moder
High
Report No.
x
"Oder
Humid
X
AVERAGE FIELD FORCE
Name of Contractor
Hood Communications
Non -Manual
Manual
5
Remarks
crew
VISITORS
Time
1:30
Representing
City of La Quinta
Representing
Remarks
M. Fuller
EQUIPMENT AT THE SITE
(2) John Deere 510C backhoe, John Deere 31 OD backhoe, CAT 12G blade, misc. light equipment
CONSTRUCTION ACTIVITIES
GTE Fiber Optic Line
1:30 Arrived on site, contractor continuing with excations along Avenue 52, west of Jefferson Street,
approx. 20 feet off of edge of pavement; installing GTE fiber optic conduit, advised foreman to
obtain compaction tests, 1 per 300 feet of trench, contractor intends to schedule compaction testing,
but contractor continues to proceed with project, advised foreman to comply with backfill and
Distribution: 1. Project Manager
2. Field Office
3. File
4. Client
F:\pwdept\staff\fuller\inspections\970722b
By: Marcus Fuller
Pagel of 1 Pages
Title Assistant Engineer I
Project GTE Fiber Optic Line - Desert Club/Ave 52
Job No. EP 2627
Client GTE
Contractor Hood Communications
Project Mgr John Durbin (GTE)/Mark Guitterez (Hood)
DAILY CONSTRUCTION
REPORT
i DATE 7/23/97
WEATHER
TEMPERATURE
HUMIDITY
DAY
S
M
T
W
TH
F
S
Cloudy
Rain
Snow
x
X
AVERAGE FIELD FORCE
Partly
Non -Manual
Manual
5
Remarks
crew
Clear
Cloudy
Cloudy
Rain
Snow
Remarks
M. Fuller
X
To 32
32-50
50-70 ,
70-85
85 up
x
Still
Moder
High
Report No.
X
Dry
Moder
Humid
X
AVERAGE FIELD FORCE
Name of Contractor
Hood Communications
Non -Manual
Manual
5
Remarks
crew
VISITORS
Time
9:45/12:30
Representing
City of La Quinta
Representing
Remarks
M. Fuller
EQUIPMENT AT THE SITE
(2) John Deere 510C backhoe, John Deere 31OD backhoe, CAT 12G blade, misc. light equipment
CONSTRUCTION ACTIVITIES
GTE Fiber Optic Line
9:45 Arrived on site, contractor continuing with excations along south side of Avenue 52 across from the
Citrus Course; contractor has been using a trenching machine (Parsons trencher), started using trencher
yesterday, trench has been narrowed to 18" wide; contractor is backfilling with use of heavy equip-
ment, has' been. pushing material back into trench in lifts of 12-24" or more at a time, wetting the
surface with water truck and compacting trench with weight of heavy equipment; advised foreman
that backfill, requirements must be met and was concerned with how far contractor was progressing
along Avenue 52 without compaction tests for previous backfill, also advised foreman that nature of.
native material in this area might not allow for 90% compaction by methods of backfill placement
being used; foreman acknowledged directives and has scheduled backfill compaction testing for 12PM;
12:30 Returned to job site; Steve Clanton (Earthsystems) on site to provide compaction testing; however, no
tests were taken due to inability of soils tech. to find location which was compacted adequately;
advised foreman and John Durbin (GTE) that trench required reworking of backfill and to achieve
90% compaction at the direction of the soils technician.
Distribution: 1. Project Manager
2. Field Office
3. File
4. Client
F:\pwdept\staff\fuller\inspections\970723c
Page 1 of 1 Pages
By: Marcus Fuller Title Assistant Engineer I
Project GTE Fiber Optic Line - Desert Club/Ave 52
Job No. EP 2627
Client GTE
Contractor Hood Communications
Project Mgr John Durbin (GTE)/Mark Guitterez (Hood)
DAILY CONSTRUCTION
REPORT
DATE 7/24/97
WEATHER
TEMPERATURE
WIND
HUMIDITY
DAY
S
M
Non -Manual
W
TH
F
S
Cloudy
I
I'T
I
I X
AVERAGE FIELD FORCE
ert y
Non -Manual
Manual
5
Remarks
crew
Clear
cloudy
Cloudy
Rain
Snow
x
To 32
32-50
50-70
70-85
85 up
x
Still
Moder
High
Report No.
X
Dry
Moder
Humid
X
AVERAGE FIELD FORCE
Name of Contractor
Hood Communications
Non -Manual
Manual
5
Remarks
crew
VISITORS
Time
10:00
Representing
City of La Quinta
Representing
Remarks
M. Fuller
EQUIPMENT AT THE SITE
(2) John Deere 510C backhoe, John Deere 31 OD backhoe, CAT 12G blade, misc. light equipment
CONSTRUCTION ACTIVITIES
GTE Fiber Optic Line
10:00 Arrived on site, contractor has continued to advance with excavations west along south side of Ave.
52, has almost reached east boundary of Tract 28470-1 (Tradition project), no efforts have been
observed to recompact and rework previously backfilled trenches which have not met minimum
compaction requirements; advised foreman that unless contractor began efforts to rework previously
backfilled trenches, the City would suspend the contractor from continuing with excavation progress;
foreman advises me that additional compaction equipment, vibratory sheepsfoot roller, will be deliv-
ered on site today and additional compactive efforts will be directed on all open trenches, previous
trenches will be reworked next week with compaction testing scheduled for sometime early next week.
Distribution: 1. Project Manager
2. Field Office
3. File
4.' Client
By: Marcus Fuller
Pagel of 1 Pages
Title Assistant Engineer I
F:\pwdept\staff\fuller\inspections\970724a F
DAILY CONSTRUCTION
REPORT
DATE 7/28/97
` S M T W TH F S
DAY x
Project GTE Fiber Optic Line - Desert Club/Ave 52
Job No. EP 2627
Client GTE
Contractor Hood Communications
Project Mgr John Durbin (GTE)/Mark Guitterez (Hood)
WEATHER
TEMPERATURE
HUMIDITY
AVERAGE FIELD FORCE
ey
Non -Manual
Manual
5
Clear
cloudy
Cloudy Rain
Snow
x
Representing
Remarks
M. Fuller
To 32
32-50
50-70 70-85
85 up
x
Still
Moder
High Report No.
x
ModerHumid
LX
AVERAGE FIELD FORCE
Name of Contractor
Hood Communications
Non -Manual
Manual
5
Remarks
crew
VISITORS
Time
9:45
Representing
City of La Quinta
Representing
Remarks
M. Fuller
EQUIPMENT AT THE SITE
(2) John Deere 510C backhoe, John Deere 31 OD backhoe, CAT 12G blade, misc. light equipment
Parsons D75 trencher, Ford 555C backhoe
CONSTRUCTION ACTIVITIES
GTE Fiber Optic Line
9:45 Arrived on site, contractor on site at Avenue 52, east of Washington Street, contractor has continued
to advance west along Avenue 52 with excavations and installation of fiber optic line conduit along
south side of Avenue 52, has reached frontage of "Tradition" (T28470) development; contractor is
also in process of making excavations into existing GTE vaults (2) within existing pavement of Ave.
52, excavations are to side of lane and traffic has been moved away from site which is just west of
Jefferson Street/Ave. 52 intersection.
Inquired with foreman as to status of backfill compaction, foremand advised me that backfill compac-
tion tests were scheduled for Wednesday (7/30) a.m., contractor appears to be making efforts to
recompact previous trenches, has obtained a hand -driven mini -vibrator roller and has reworked
portions of the job site from Jefferson St. west along Ave. 52, however, equipment may not be
suitable for trench compaction.
Distribution: 1. Project Manager .
2. Field Office
3. File
4. Client
F:\pwdept\staff\fuller\inspections\970728a
By: Marcus Fuller
Pagel of 1 Pages
Title Assistant Engineer I
Project GTE Fiber Optic Line; Desert Club/Ave 52
Job No. EP 2627
Client GTE
Contractor Hood Communications
Project Mgr John Durbin (GTE)/Mark.Guitterez (Hood)
DAILY CONSTRUCTION
REPORT
DATE 7/30/97
WEATHER.
TEMPERATURE
WIND
HUMIDITY
S I M IT I W TH F S
DAY x
AVERAGE FIELD FORCE
oy
Non -Manual
Manual
5
Clear
cloudy
Cloudy Rain
Snow
x
Representing
Remarks
M. Fuller
Lee Jackson
To 32
32-50
50-70 70-85 _
85 up
x
Still
Moder
High Report No.
x
Humid
Dry
IM;der
X
------
AVERAGE FIELD FORCE
Name of Contractor
Hood Communications
Non -Manual
Manual
5
Remarks
crew
VISITORS
Time
10:00/1:45
Representing
City of La Quinta
Earth Systems
Representing
Remarks
M. Fuller
Lee Jackson
EQUIPMENT AT THE SITE
(2) John Deere 510C backhoe, John Deere 31 OD backhoe, CAT 12G blade, misc. light equipment
Parsons D75 trencher, Ford 555C backhoe
CONSTRUCTION ACTIVITIES
GTE Fiber Optic Line
10:00 Arrived on site, contractor on site at Avenue 52, continuing with excavation for GTE fiber optic line;
in process of installing pvc conduit; contractor has continued to advance with excavation west along
Ave. 52, has proceeded west of Washington St., adjacent to "Tradition" (T28470), contractor expects
to complete trench excavations along Ave. 52 today by reaching Desert Club Dr., contractor is
setting trench alignment against survey stakes and control provided along Ave. 52 (r/w stakes and
future CF control); contractor has made attempts to meet backfill compaction requirements in trenches,
from Jefferson St. west to current location; compaction tests scheduled 1 p.m.; trenches east of Jeffer-
son require reworking;
1:45 Returned to job site; contractor continuing with rework of trench backfill; Lee Jackson (soils tech.)
on site to perform compaction tests on trench backfill; 1 st test taken in trench just west of Jefferson St.
compaction 84%, other tests resulted in failing compaction; contractor has been advised to improve
compaction efforts and retest trench compaction.
Distribution: 1. Project Manager
2. Field Office
3. File
4. Client
F:\pwdept\staff\fuller\inspections\970730a
Pagel of 1 Pages
By: Marcus Fuller Title Assistant Engineer I
Project GTE Fiber Optic Line Desert Club/Ave 52
Job No. EP 2627
Client GTE
Contractor Hood Communications
Project Mgr John Durbin (GTE)/Mark Guitterez (Hood)
DAILY CONSTRUCTION
REPORT
DATE 7/31/97
DAY
WEATHER ,
TEMPERATURE
WINDMI
HUDITY
S
M
T
W
TH
F
S
Cloudy
Rain
Snow
x
X
AVERAGE FIELD FORCE
ay
Non -Manual
Manual
5
Remarks
crew
Clear,
cloudy
Cloudy
Rain
Snow
x
To 32
32-50
50-70
70-85
85 up
x
Still
Moder
High
Report No.
x
Dry
IModerlHumid
X
AVERAGE FIELD FORCE
Name of Contractor
Hood Communications
Non -Manual
Manual
5
Remarks
crew
VISITORS
Time
2:00
Representing
City•of La Quinta
Earth Systems
Representing
Remarks
M. Fuller
Lee Jackson
EQUIPMENT AT THE SITE
T � , A, , 11 T , , 1 ,fade, misc. light equipment
ation operations to Desert Club
.ub Drive at southern end of
and.other locations where
mcut across Ave. 52 in arc
k; contractor has directed
scheduling for retesting of
Page 1 of 1 Pages
Title Assistant Engineer I '
Project. GTE Fiber Optic Line - Desert Club/Ave 52
Job No. EP 2627
Client GTE
Contractor Hood Communications
Project Mgr John Durbin (GTE)/Mark Guitterez (Hood)
DAILY CONSTRUCTION
REPORT
WEATHER
TEMPERATURE
failTll�7(r�'/
DATE 8/4/97
DA'i
S
M
T
W
TH
F
S
Cloudy
x
Snow
.x
AVERAGE FIELD FORCE
ey
Non -Manual
Manual
5
Remarks
crew
Clear
cloudy
Cloudy
Rain
Snow
.x
To 32
32-50
50-70
70-85
85 up
x
Still
Moder
High
Report No.
x
Dry
Moder
Humid
X
AVERAGE FIELD FORCE
Name of Contractor
Hood Communications
Non -Manual
Manual
5
Remarks
crew
VISITORS
Time
8:30/1:30
Representing.
City of La Quinta
Representing
Remarks
M. Fuller
EQUIPMENT AT THE SITE
(2) John Deere 510C backhoe, John Deere 31 OD backhoe, CAT 12G blade, misc. light equipment
Parsons D75 trencher, Ford 555C backhoe
CONSTRUCTION ACTIVITIES
GTE Fiber Optic Line
8:30 Arrived on site; contractor is continuing with installation of pvc conduit for GTE fiber optic cable;
currently in process of excavating along east side of Desert Club between Calle Fortuna and Calle
Cadiz, previous trench south to Ave. 52 has been backfilled; trench cut across Cadiz at Desert Club
has not been backfilled, but has steel plating across; contractor also in process of excavating along
south side of Ave. 52 at "Tradition" (T28470) project entrance; trnech west of there to Desert Club
has been backfilled; compaction level unknown, no test results obtained; contractor also in process
of grading area east of "Tradition" property with blade, appears contractor is attempting to apply
additional compaction efforts on trenches previously tested, but failed to meet min. compaction levels;
1:30 returned to job site; contractor continuing with work at same locations, have open excavation in front
of 51350 Desert Club Dr., contractor advised to complete backfill today, contractor intends to back-
fill most of trench with CDF slurry, Superior Ready Mix truck on site upon arrival, contractor in
process of installing conduit on Ave. 52 at Washington St. in front of "Tradition" entrance, Superior
Ready mix truck on site to backfill trench with slurry; advised foreman to clear spoil piles from side of
road and to clean street by end of day.
Distribution: 1. Project Manager
2. Field Office
3. File
4. Client
F:\pwdept\staff\fuller\inspections\970804a
By: Marcus Fuller
Pagel of 1 Pages
Title Assistant Engineer I
Project GTE Fiber Optic Line - Desert Club/Ave 52
Job No. EP 2627
Client GTE
Contractor Hood Communications
Project Mgr John Durbin (GTE)/Mark Guitterez (Hood)
DAILY CONSTRUCTION
REPORT
WEATHER
TEMPERATURE
HUMIDITY
DATE 8/6/97
DAY
S
M
T
W
TH
F
S
Cloudy
Rain
Snow
x
AVERAGE FIELD FORCE
Famy
Non -Manual
Manual
5
Remarks
crew
Clear
cloudy
Cloudy
Rain
Snow
x
To 32
32-50
50-70
70-85
85 up
x
Still
Moder
High
Report No.
x
Dry
JModer
Humid
x
AVERAGE FIELD FORCE
Name of Contractor
Hood Communications
Non -Manual
Manual
5
Remarks
crew
VISITORS
Time
10:00/1:45
Representing
City of La Quinta
Representing
Remarks
M. Fuller
EQUIPMENT AT THE SITE
(2) John Deere 510C backhoe, John Deere 31OD backhoe, CAT 12G blade, misc. light equipment
;tion, in process of excavating
ictor also in process of exca-
of installing slurry mix in first
rench to Desert Club Dr., .
trench side, contractor failed
are underneath the street section
installed and contractor has
north side of Ave. 52 crossing
failure to shore side of trench
trench, damage extends to as far
Park improvements; damage
)oil material, intends to secure
itinue to work on inside lanes
n damaged area, backfill, and
removed and trench will be
D repairing damage a.c. to
Page 1 of 2 Pages
"itle Assistant Engineer I
DAILY CONSTRUCTION
REPORT
(Continued)
Project GTE Fiber Optic Line - Desert Club/Ave 52 No. EP 2627 Sheet 2 of 2 Sheets
EQUIPMENT AT THE SITE
(2) John Deere 510C backhoe, John Deere 310D backhoe, CAT 12G blade, mise. light equipment
Parsons D75 trencher, Ford 555C backhoe
CONSTRUCTION ACTIVITIES
GTE Fiber Optic Line
determine extend of damaged area;
1:45 returned to job site; contractor has completed work through Desert Club/Ave. 52 intersection, except
for last section through outside right lane (westbound) on north side of street; contractor has backfilled
all trenches, including area adjacent to damaged street with slurry CDF mix; unknown as to method of
removal of backfill placed into trench adjacent to damaged street, but foreman advises me that all a.c.
section and native material was -removed to pipe zone and full trench depth was'filled with slurry mix;
contractor in process of installing base material over CDF and will install,.temporary a.c. patches;
second crew in process of completing work along Desert club Drive at Ave. La Fonda, have excavated
across La Fonda and are nearing completion of installation of conduit and backfill of trench.
• 3
F:\pwdept\staff\fuller\inspections\970806a
Project GTE Fiber Optic Line - Desert Club/Ave 52
Job No. EP 2627
Client GTE
Contractor Hood Communications
Project Mgr John Durbin (GTE)/Mark Guitterez (Hood)
DAILY CONSTRUCTION.
REPORT
DATE 8/8/97
WEATHER
TEMPERATURE
HUMIDITY
S I M I T I W TH F S
DAY x
VERAGE FIELD FORCE
Par"
Non-Manual
Manual
5
Remarks
crew
Clear
Cloudy
Cloudy
Rain
Snow
Remarks
M. Fuller
x
To 32
32-50
50-70
70-85
85 up
x
Still
Moder
High
Report No.
x
Dry
Moder
Humid
x
VERAGE FIELD FORCE
Name of Contractor
Hood Communications
Non-Manual
Manual
5
Remarks
crew
VISITORS
Time
1:45
Representing
City of La Quinta
Representing
Remarks
M. Fuller
EQUIPMENT AT THE SITE
(2) John Deere 510C backhoe, John Deere 31 OD backhoe, CAT 12G blade, misc. light equipment
Parsons D75 trencher, Ford 555C backhoe
CONSTRUCTION ACTIVITIES
GTE Fiber Optic Line
1:45 Arrived on site; contractor is at :Ave. 52 and Desert Club Dr., contractor has completed installation of
underground pvc conduit for GTE fiber optic cable; contractor in process of installing temp. a.c. patch
at Ave. La Fonda and Desert Club Dr., contractor has had trench backfill compaction tested along Ave.
52 and Desert Club with successful results, contractor intends to continue with job next week, will
address permanent a.c. patches, -advised foreman to notify me when final a.c. repairs are installed and
advised foreman of a.c. requirements (3/4" a.c. base lift, ''/2" a.c. cap, and compaction testing); also
advised foreman to notify me when saw cut of ax. on Ave. 52 at damaged area (see report of 8/6) is
performed, required observation.of ax. cracks to determine extent of damaged area and required
removal, also advised foreman to replace any raised pavement markers in Ave. 52 damaged by work
and to clean all work areas of dirt and construction debris.
Distribution: ' 1. Project Manager
2. Field Office
3. File
4. Client
F:\pwdept\staff\fuller\inspections\970808a
By: Marcus Fuller
Page 1 of 1 Pages
Title Assistant Engineer I
Project GTE Fiber Optic Line - Desert Club/Ave 52
Job No. EP 2627
Client GTE
Contractor Hood Communications
Project Mgr John Durbin (GTE)/Mark Guitterez (Hood)
DAILY CONSTRUCTION
REPORT
DATE 8/22/97
TEMPERATURE
HUMIDITY
DAY
S
M
T
W
TH
F
S
Cloudy
Rain
Snow
X
x
AVERAGE FIELD FORCE
ey
Non -Manual
Manual
5
Remarks
crew
Clear
cloudy
Cloudy
Rain
Snow
X
To 32
32-50
50-70
70-85
85 up
x
Still
Moder
High
Report No.
X
Dry
IModerlHumid
X
AVERAGE FIELD FORCE
Name of Contractor
Hood Communications
Non -Manual
Manual
5
Remarks
crew
VISITORS
Time
3:00
Representing
City of La Quinta
Representing
Remarks
M. Fuller
EQUIPMENT AT THE SITE
(2) John Deere 510C backhoe, John Deere 310D backhoe, CAT 12G blade, misc. light equipment
Parsons D75 trencher, Ford 555C backhoe
CONSTRUCTION ACTIVITIES
GTE Fiber Optic Line
3:00 Arrived on site; met with foreman to discuss final a.c. pavement patching of trenches; reviewed area
of trench adjacent to south side of. Ave. 52 at Desert Club Dr. near driveway into Francis Hack Park
where the concrete truck sank into the street duo to failure of the trench sides (see report of 8/6);
could not easily determine the extent of stress cracks in the pavement surface, but advised the foreman
to clean the area and sawcut 1. foot.beyond the last observable crack, also advised foreman to repave
and reconstruct pavement to previous edge of pavement limits; also advised foreman that %" base a.c.
material must be used in first lift and Y2" a.c. material in the top 0.10' lift; contractor advises me that
he is unable to locate City approved supplier of a.c. material, a.c. paving may be delayed until begin-
ning of September; sawcutting of damaged area of Ave. 52 near Desert Club Dr. scheduled for Monday.
Distribution: 1. Project Manager
2. Field Office
3. File
4. Client
F:\pwdept\staff\fuller\inspections\970822b
By: Marcus Fuller
Page I of I Pages
Title Assistant Engineer I
Project GTE Fiber Optic Line - Desert Club/Ave 52
Job No. EP 2627
Client GTE
Contractor Hood Communications
Project Mgr John Durbin (GTE)/Mark Guitterez (Hood)
DAILY CONSTRUCTION
REPORT
WEATHER
TEMPERATURE
HUMIDITY
DATE 9/2/97
DAY
S
M
T
W
TH
F
S
Cloudy
Rain
x
Remarks
M. Fuller
x
AVERAGE FIELD FORCE
ert y
Non -Manual
Manual
4
Remarks
Jose Salinas and crew
Clear
Cloudy
Cloudy
Rain
Snow
Remarks
M. Fuller
x
To 32
32-50
50-70
70-85
85 up
x
Still
Moder
High
Report No.
x
Moder
Humid
L
X
AVERAGE FIELD FORCE
Name of Contractor
Hood Communications
LC Paving & Sealing
Non -Manual
Manual
4
Remarks
Jose Salinas and crew
VISITORS
Time
1:45
Representing
City of La Quinta
Representing
Remarks
M. Fuller
EQUIPMENT AT THE SITE
Miscellaneous light equipment
CONSTRUCTION ACTIVITIES
GTE Fiber Optic Line
1:45 Arrived on site at Ave. 52 / Desert Club Dr.; contractor on site to replace temporary a.c. patches with
final a.c. repairs; crew is using Granite 3/4" a.c. material; observed contractor placing approx. 10' by
10' a.c. pads around manholes on Desert Club Dr. and Ave. 52, inquired with David McIntyre and
John Durbin (GTE) about the a.c. pads within the right of way; advised by Mr. Durbin that GTE re-
quires the pads in unlandscaped areas due to health problems with workers when ventilators are run-
ning in the dirt areas; reviewed situation with Steve Speer and received ok to allow a.c. pads for Gte
manholes; reviewed situation at Desert Club/Ave. 52 intersection with contractor, at east side of
Francis Hack park (south side of street), where Hood Communications concrete truck crushed the
street after the trench sides caved in - area has been sawcut, but location is flooded and will require
grading and work prior to paving; contractor will regrade and dryout prior to final paving; advised _
contractor to remove dirt down to CDF slurry installed by Hood prior to paving; contractor has
final paved the 3 trench crossings along Desert Club Dr.; all paving appears adequate.'
Distribution: 1. Project Manager
2. Field Office
3. File
4. Client
Sn
F:\pwdept\staff\fuller\inspections\970902b
By: Marcus Fuller
Pagel of 1 Pages
Title Assistant Engineer I
SUPERIOR READY MIX CONCRETE, L.P.
rj .41508 W. MISSION ROAD • ESCONDIDO, CA 92029
PHONE: (619) 775-8272.-(619)745705 56
<' Weighed av-," J
'.38-155 Wnroe Street
Indio, CA 92201
?.
,DELIVERY TICKET
: 1i�91..6 . •
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 Codf;.
administered, by the Division of Measurement Standards of the
California Department of Food and Agriculture.
_DATE , - -
CUSTOMERLNO
z
ORDER N0
CUSTOMER P_O. OR JOB NO,
PLANT NO„_. -DELIVERY
TICKET NO. ,, -
t7z3
+ ` w�4E� s
a, .
ti P1.
8f' 4/9714
V!�'l7.d' t
'7108760
CU$TOMEfi NAME t
.SPECIAL INSTRUCTIONS '1_.�.E_�7
H .0 C SNC.' f - ;,
i�ASt-{NGTt?i4'” I C1 'TAMi��CD Re TO
DESERT - DRQ L. TO r t ;
JOB ADDRESS �c b,
. ;CRL,LE BAF���;irLf)Ni1 ,.SEII f IvUB I1R,, k.A tUzl Cf�.
,CLU
CAL -L!_ 8A1tw,Ia i t7Iu� mss,
DESIGN'• _
/_i'e"._ROCK (LB
V-" ROCK (LBS.U.—
LBS. SAND_
LBS. CEMENT
.SACK
WATER
ADD MIX (LBS:) h
WEIGHMASTERi•
_ '�
^
`TRUCK
•,-
... •�r� . t ` .. DEPUTY
,-� 490('
_DRIVErR7
Iz�.:�•• 8 CI4I+IAN
CUBIC YARDS' �.
' TOTAL C/Y 'DESCRIPTION PRODUCT CODE
UNIT PRICE TAX
AMOUNT
y 50
"x '9 � 50 2,1 a _U Y SCS: -�:
'ACR, BAND CI RR
YARDS
,�phTO-G�oo,
In the event of delivery beyond curb line, this company ldill-not assume liability for damage •6-iidewalk, driveway, utility',lines, ;,
TOTAL THIS nADER� y'
meters, septic systems, or any other property. Materials hereby sold become property of purchaser at point of origin: The
C` •'
'IME
STAND-BY'T`THIS TICKET: ;
purchaser shall in no event accept deliveries of materials not in accord with the agreemenYof.,the parties, but such -materials
shall be refused by the'purchaser and returned to the seller with a written statement of the -.reason for the refusal thereof. No
IPREVIOUSS7AND-BY
cancellation accepted after concrete has beeridoaded in carrier's trucks at our"plant. Customer, is to provide for and assume
responsibility for -area or'container for cleanTout'of concrete truck chute. Any discharge: towatercourses, street gutters or
stormdrains is a violation. of law. Concrete 10� structural building material warrariieed only to -meet ASTM standards. Some
TOTAL. AMOUNT
imperfections and popouts. may occur for which supplier is not responsible.
PLANT �; OUT �(;• t
UN UAL INCID NT -OF NOTE ON THIS DELIVERY
MAXIMUM '�_"
E MEe•IN GOOD'CObDITIOA BY:
SLUMP 3. 50
% 1 �1 0 • r"~'
�,..
S�!
I N
'
- '.iM. '� - - -
• WATER ADDED AT CUSTOMER'S
•° ,- ,. - CUSTOMER,SIGNA • AE
CAUTIONI Cement powder or freshly mixed cd cr e', -grout or mortar may cause skin injury. Avoid
REQUEST r� GALLONS`
ON JOB '�. � -'
UNLOADING -
contact with skin and wash exposed skin,ereas promptly with,watei. If any cement powder or mixture
'START i {
gets intoahe eyes; rinse immediately and repeatedly with water and''get prompt medical attention.
• ESTIMATED SLUMP AT UNLOADING
DEPART
,
-
'Keep children away from cement powder and all freshly mixed cement products.
ANY WATER ADDED TO•MIX ON THE JOB,.WILL BEAT THE PURCHASER'S RISK -
INCHES
ARRIVAL - s, r' ••
FINISH j
NOT RESPONSIBLE FOR ULTIMATE OUALITYOF CONCRETE IFANYING EDIENTS ARE ADDED,
,,WAITING AND/OR UNLOADING
AFTER LEAVING PLANT. ''• ,. '.
'�
READY,
,
Stand-by and/or dumping time -in excess•of 4 minutes per yard will be charged.
,TIME HOUR
TO UNLOAD
DELIVERY
SUPERIOR READY. MIX"."CONCRETE, L.P..
1508 W.- MISSION ROAD- ESCoNbIDO, CA 92029
PHONE: (619)775-8272.!;(,619)745-0556
Weighed at
38-155 Monroe .Street ,
Indio, CA 92201
DELIVERY TICKET
109 16 6
t.
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.,
-DATE—TQMER.P.Q,
QR JOBNO,PLANT
NO—
![CKETNQ:
J_DELIVERY
A- 9,7
0 7 7 1 '40
17F,
1-7*, 4 f
p
kbLAME•
C-QSTCLNkE.
SPECIAL INSTRUCTIONS —
Ulf
+H
r T T N i
AT BA RCEI-e INA & DESERT CI UR D,
J _DRESS
rpi I r, Rnr-qrr=i. nwa rl 11A nP- I Q Q I IT. KITQ
JINq N
ROCK (LBS.
ROCK (LBS.)_`LBS.
SAND
LBS. CEMENT -
SACK_
_WATER
ADO MIX .(LBS.)
Y)r.q— J
,WEIGHMASTER
&
-DRIVER
1 1t DEPUTY`:
xla�—J
Pn n0f, T X -P05,
CUBIC YARDS TOTAL C/Y
DESCRIPTION
PRODUCT CODE
UNITPR16E." TAX
AMOUNT
19.50. 9. 50
1 SACK SAND iSf-URRY
YARDS 0-1
'i C1 171171
,ln'the event of delivery beyond,curb line, this company will not assume' iability. for damage to sidewalk, driveway, utility lines,
TOTAL THIS ORDER'
meters, septic systems, or any other property. Materials hereby sold become property of 'purchaser at,point of origin. The
STAND-BY TIME'THIS TICKET
purchaser shall in no -event accept deliveries of materials not in accord with the agreementofthe parties, but such,materials
shall be refused by the purchaser and returned to the seller.with,a written statement of the.,reason for the refusal thereof. No
cancellation accepted after concrete has been loaded in carrier's.trucks at our plant. Customer is to provide for and assume
PREVIOUS STAND-BY
responsibility for area or container for clean out of concrete truck chute. Any discharge to watercourses, street gutters :or
stormdrains is a violation of law. Concrete is a structural building material warranteed onlyto.' meet ASTM Some
4FT-TOT&O11111-1 Z k A
-standards.
imperfections and popouts may occur for which supplier is not responsible.
PLANT-, OUT
UN AL INCIDE T OF'NqjTE ON THIS DELIVERY
UP 0
VED
MAXIMUM
a ff R IN GO6D'CONJ1p46N BY:
), I� ,
:SLUMP 3. 50
- -
IN
—I- &
rwo,
X A.21
_P 15MER'S
WATER ADDE -A$,
SIGNATURE
CAUTIOhl Cement powder or freshly Mixed Concrete, grout or mortar may cause skin injury. Avoid
-s
REOUESJf� GALLONS
ON JOBN
UNLOADING
contact with skin and wash exposed skin areas promptly with water: If any cement powder or mixture
gets into the eyes, rinse immediately and repeatedly with water and medical attention.
ESTIyY TEDS L4MPATUNLOADING
D EPART
STAR
get prompt
Keep children away from cement powder and all rTshly mixed cement products.
ANY WATER ADDED TO MIX ON THE JOB'WILL*BE AT THE PURCHASER'S RISK
INCHES
ARRIVAL'
FINISH
NOT RESPONSIBLE FOR ULTIMATE QUALITY OF CONCRETE IF ANY INGREDIENTS ARE ADDED
• WAITING AND/OR UNLOADING
AFTER LEAVING PLANT.
READY
Stand-by and/or dumping .time in excess of 4 minutes per yard will be charged.
TIME HOUR.
TO UNLOAD
DELIVERY
n
—�
''"S.UPERFOR READY MIX'CONCRETE, L.P.
1508 W. MISSION ROAD ESCONDIDO, CA 92029
` .PHONE: (61.9) 775-8272 •'(619) 745-0556
Weighed at ► .
38-155 Monroe Street i
Indio, CA 92201
DELIVE(�RY TICKET
1`)9113
WEIGHMASTER CERTIFICATE
THIS IS TO CERTIFY that the following described commodity was
weighed, measured, or counted by a weigh master, 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 MeasurementStandards of the
California Department of Food and Agriculture. ,
-DATE -
CUSTO_ME.R ND. - - -
ORDER NO.
CUSTOMER P.O. OR JOB NO.. PLANT NO,��. „DELIVERY
TICKET N0.
175
u'334r • . � 71 '.
8/ 6/9 7
077190
7108a17
CUSTOME_R_NAME -
l
,SPECIAL INSTRUCTIONS_T_o_t)„�,(,G.�� f
1"4 C 1 INC.
ft T 1 MR .-w `Vf� i7FSC.Ri (.L.UB. D
J
JOB ADDRESS *
CAL.LE BAR.QELJ:)h!A `& DESERT CLUB DR. LA 00.IN1TA.
� ,.
DESIGN'
,i6'_ROCK (LBS.)
_44” ROCK LB
__�L _LBS. SAND
_LBS. CEMENT
SACK_
_WATER
ADD MIX (LBS.)
DCa--1
77
WEIGHMASTER
d:'
TRUCK'
-DRIVER'
*.
DEPUTV
f 458�SC(.)
TT
.63LENN
CUBIC YARDS TOTAL C/Y
DESCRIPTION •^ - '"
PRODUCT CODE
UNIT PRICE
TAX
AMOUNT
9. . yu�t
,iD
1.: Sit"K. 8af
atJD SLURRY -J_
I�c:S 1
--.
YARDS TO GO
6.00]
1`
i
In the event of delivery beyond curb line, this company will not assume liability for damage -to sidewalk, driveway, utility lines,
TOTAL THIS ORDER--
'
meters, septic systems, or any other ,property.•Materials hereby sold become property of purchaser at point of origin. The
STAND-BY TIME THIS_ -TICKET
purchaser shall in no event accept deli4eries of:materials not in accord with the agreement of the, parties, but such materials
shall be refused by the purchaser and'returned to the seller with a written statement of the.reason for the refusal thereof. No
PREVIOUS STAND-BY
cancellation accepted after concrete has been loaded in carrier's trucks at our plant. Customer is to provide for and assume
responsibility for area or container for clean out of concrete truck chute. Any discharge,to watercourses, street gutters or
•
stormdrains is a violation of law. Concrete'is a structural building material warranteed only to meet ASTM standards. Some
k
imperfections and popouts may occur for which supplier is not responsible,
UNU JAL INCIDENT OF NOT N THIS DELIVERY, "�;,
PLANT 'OUT
•:(MAXIMUM
' RE IV DIN GOOD CON TIO - !3., 50
l SLUMP
71 '' 12-. 1 7
/
X I .�(1'' • WATER ADDED AT CUSTOMER'S
-
CUSTOMER SIGNATURE
CAUTIONI Cement powder or freshly mixed' concrete, grout cr mortar may cause skin injury. Avoid' _REQUEST GALLONS
ON JOB :;. ,.
UNLOADI d• (/j
contact with skin and wash exposed skin ar as promptly with water. If any cement powder or mixture
�('ESTIMATED SLUMP AT UNLOADING
DEPART
START
gets into the eyes, rinse immediately and repeatedly with water and get prompt medical attention. .;;(
Keep'chiIdran. away from cement powder and all freshly mixed cement products.
r•
,,,
. ANY WATER ADDED TO MIX ON THE JOB WILL BE AT THE PURCHASER'S RISK v� INCHES
ARRIVAL
FINISH
NOTR ESPONS16LE FOR ULTIMATE QUALITY OF CONCRETE IF ANY INGREDIENTS ARE ADDED '• WAITING AND/OR UNLOADING
" +
—
AFTER LEAVING PLANT. 1 • ..
READY --- .l
Stand-by and/or dumping time in excess of 4 minutes per yard will be charged.
TIME • .HOUR
°'r -
TO UNLOAD.
•
DELIVERY
.� Imo., �.. -- • t— - �����' -_,._
.,SUPERIOR READY MIX CONCRETELP.
1.508 W. MISSION ROAD IFESCbN DI DO, CA 92029
..PHONE: (619) 77578272 (619)',745-0556
Weighed dtqj.'
38-155 Monroe Street
Indio, CA 92201
7
-7—
DELIVERY TICKET
WEIGHMASTER CERTIFICATE
THIS IS TO CERTIFY,,t'aA 1t.,
the following described commodity was
weighed, measured, or-6ounted by a weighmesier, whose signature
is on this certificate, who is a recognized authority of accuracy ,'N
as
prescribed by qha,ptier,4�(commencing with section 12700) 'of.
Division 5 of thkLCalifornia Business and Professions Codei,
administered by'fhe Division of Measurement Standards 'of, the
California Department of Foot] and Agriculture.
.DATE.
8/ 6/.)7
j, ,.j..2PDE_R
'A'7`71:10' .
NO +
jCUSTOMER _P 0 OR LQ NQ
B_
A 3 9 3 4 6
-ANT N '-!— -
VE -Y TIQ
DELI -_ R j_ KET-NQ.-
71 0AES 14
ig
— -, 1,
CUSTOMER _NAME
SPECIAL INSTRUCTIONS.—!.:f,?a3 a
H C .;t I NC.-
nT BARCELONA SERT CE -US, I.—.
jO__ DRESS
0K.
CAL.L.E.BARCELONA &: ',DESERT :CLUBDR. L., Q
p�j' UIN Tr 4
_PESIGN
ROCK (LBS.)
ROCK (LBS;)
___LBS. SAND
Les. CEMENT
SACK
ADD MIX (LBS
DICS
1___%'
WEIGHMASTER
1
TRUCK
DRIVER.-
DEPUTY
419 I
„L :`.MENIJO'ZA
CUBIC YARDS TOTAL C/Y ''DESCRIPTION
PRODUCTCODE
UNIT, PRICE 4
TAX
AMOUNT
y.50 19..00 k, SACK SAND SI-URR-Y
DGS -1
_Y.ARDS,T.O_G3__
9. 50
In the event of delivery beyond cu assume line, this company will not assue liability for.dama6e to sidewalk, driveway, utility lines,
meters, septic systems, or any other'oiropeq. Materials hereby sold become property of purchaser it point of origin. The
purchaser shall in no event accept , deliveries of materials not in.accord with the, agreement of the parties, but such-materialsSTAND-BY
TAIL THIS ORDER
TIME THIS TICKETA
PREVIOUS STAND-.Byr
shall be refused by the purchaser and returned to the seller� with a written statement of the season for the refusal thereof. No
cancellation accepted after concrete has beih loaded in carrier's trucks at our plant. Customer is to, provide for and assume
responsibility for area or containerfbr,fclean out of concrete truck chute. Any discharge to watercourses, street gutters or
stormdrains is a violation of law. Concrete is A structural building material warranteed only to meet ASTM standards. Some
imperfections and popouts may occur fbrwhich' supplier is not responsible.
1
•
PLANT OUT
'71
.1.
'U N USUAL, I-(4CI DENT NOTE OTE ON THIS DELIVERYMAXIMUM
ECEIVED' 0 CONDITION BY:
X
-SLUMP 3.,5t_1i
IN
WATER ADDED AT CUSTOMER'S
CUSTTMER SIG I` ATURE
ON JOB
DEPART
ARRIVAL IL16
=UNLOADINGcon!act
ST ARZ�__
FINISH SH
iCAUTIOAI Clemeow er or freshly, mixed concrete grout or mortar may cause skin injury. Avoid
with skint Uwash exposed skin teas prompt y with water. If any cement Powder or mixture
gets into the eyes, rinse immediately and eatedly wi h water and get prompt medical attention.
Keep children away from cement powderk all freshly mixed ad cement:products.pr
ANY WATER ADDED TO MIX ON THE JOB WILL BE AT THE PURCHASER'S RISK
NOT RESPONSIBLE FOR ULTIMATE OUALITY,01F CONCRETE IFANY INGREDIENTSARE ADDED
REQUEST GALLONS
• E STIMATED SLUMP AT UNLOADING
INCHES
• WAITING AND/OR UNLOADING
AFTER LEAVING PLANT.
READY
Stand-by and/or dumping time in excess of 4 minutes per yard will be charged.
%
. TIME HOUR,
TO UNLOAD
DELIVERY
. i�
'..SUPERIOR READY MIX CONCRETE, L.P.
1508 W. MISSION ROAD • ESCONDIDO,-:CA 92029 . -
PHONE: (619)775-8272 • (619) 745-0556,
welgnea at
38-155 Monroe Street
Indio, CA 92201
DELIVERY TICKET
WEIGHMASTER CERTIFICATE,-'.
THIS IS TO CERTIFY that the followingdescribedcommodity was
weighed, measured, or counted oy-a;weighmaster, whose signature
is on this certificate, who is a recognized authority of accuracy, as
prescribed by Chapter 7 (commencing with section12700)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
_DATECUSTOMER
NO'.
ORDER NO.
CUSTOMER P.O. OR JOB NO.
PLANT NO.—
DELIVERY TICKET NO„
246
13/ 5/97
0477190
�. -
71
7l�Zit3i1.
CUSTOMER NAME __ - _ - _ _ - — -
SPECIAL INSTRUCTIONS-
I INC.
,il.0
F
JOB ADDRESS
: WASH I Nf i"f QN & AVE `,:•icy L.W [ U I NTft
DESIGN
%"ROCK (LB .)��
°/." ROCK (LBS.)
Les. SAND
LBS. CEMENT_
SACK
WATER
ADD MIX (LBS)
Dc. 19
WEIGHMASTER
_\\
•
TRUCKS
-'
DRIVER-
- -
-
1 r DEPUTY
�!°)tf
ED 'ICoAI.,.QURA.,"'`a .
CUBIC YARDS
TOTALC/Y DESCRIPT{ION ',`...
PRODUCTCODE
UNIT PRICE
TAX
—AMOUNT
"9•.;i0
43.. 0 1. '';3A.Qj-/i' AND 9L.URRY
DCS— .I
_t.
YARDS TO_GO�
,
will,
In the event of delivery beyond curb line, this' company will not assume liability for damage to sidewalk, driveway, utility lines,
TOTAL THIS ORDER
meters, septic systems, or any other property. Materials sold become property of purchaser at point of origin. The
STAND-BY TIME THIS TICKET
purchaser shall in no event accept deliveries`of materials not in accord with the. agreement of the parties, but such materials
PREVIOUS STAND-BY
shall be refused by the purchaser'and returned to the seller with a written statement of the.reason for the refusal thereof. No
cancellation accepted after concrete has been loaded in carrier's trucks at our plant. Customer is to provide for and assume
responsibility for area or.container' for clean out of concrete truck chute. Any discharge,to watercourses, street gutters or
stormdrains is a violation of law. Concrete_ is a structural building material warranteed only to meet ASTM -standards. Some
TOTAL •
imperfections and popouts may occur for whiN supplier is not responsible.
PLANT, _ OUT
r 1.
UNUS AL INClD�tENT OF N0 O THIS DELIVERY ,'
'
'MAXIMUM` ,,
,fi G'-EIVED IN GOOD • ONDITI • N BY: 1
..� a J
SLUMP
10-.55
-
IN
1
Ql•wL••{� -
' CUSTOMER SIGNATURE
• WATER ADDED AT CUSTOMERS
'
r
,
CAUTIONI Cement powder or freshly mixed concrete, grout or mortar may cause skin injury. Avoid
,,,�////'^^''
-REQUEST GALLONS
ON JOB \
UNLOADIN�'/ ,,.s.�•''
contact with skin and wash exposed skin areas promptly with water. It any cement powder or mixture
,- ESTIMATED SLUMPAT UNLOADING
DEPART..
START
gets into the eyes, rinse immediately and repeatedly with water and get prompt medical attention.
Keep children away from cement powder and all freshly mixed cement products'
ANY WATER ADDED TO MIX ON THE JOB WILL BE AT THE PURCHASER'S RISK
INCHES
/
ARRIVAL /
FINISH
NOT RESPONSIBLE FOR ULTIMATE QUALITY OF CONCRETE IF ANY INGREDIENTS ARE ADDED
: WAITING AND/OR UNLOADING
AFTER LEAVING PLANT.
READY"
Stand-by and/or dumping time in excess of 4 minutes per yard will be charged.
•TIME HOUR
TO UNLOAD
k DELIVERY /
4 SUPERIOR READY MIX CONCRETE, L.P.
1508 W. MISSiON.ROAD • ESCONDIDO, CA 92029.
PHONE: (619) 775-8272 • (61.9)-745-0556,
Weighed at r ,
38-155 Monroe Street t
Indio, CA 92201'
' DELIVERY TICKET
109150
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.
_DATE
CUSTOMER Np: ; i '
0RDER NO-��"
CUSTOMER P,_O OR'JOB�NO. -
P,LANT NO.._IQB07KE1RY0T8IC7KE9TN4Q-�
- - - ----- . � ,
UCTIO
.SPECIAL INSTRNS 7 r
------�-••cert-e-� �4�3-
1-i c I I NC.
JOB ADDRESS
WASHINGTON AVE .L , 0,L)INTia
DESIGN, i ��
8
,iS'_ROC (LBS.) d
=3s;,ROCK (IBS.)
`LBS. SAND
LBS. CEMENT`
SACK_
WATER
ADD MIX (LB8 )
DCS: --A
WEIGHMASTER
DRIVER
- DEPUTY
.. 1 o5 I
p
Stt�^^1,4l11 FULLER '
CUBIC YARDS
TOTAL C/Y `. DESCRIPTION - t ct�ry
PRODUCT CODE
. UNIT PRICE TAX
AMOUNT
9. �,0
19• VI I"/-) 1 SACK SAND SLURRY
DCS --1
YARDS TO_GO s'
In the event of delivery beyond curb line, this company will not assume liability.for damage to sidewalk, driveway, utility lines,
TOTAL THIS ORDER
meters, septic systems, or any other property. Materials hereby sold become property„of purchaser at point of origin. The
STAND-BY TIME THIS TICKET
purchaser shall in no event accept deliveries of materials not in accord with the agrnt of the parties, but such materials
eeme
shall be refused by the purchaser and returned to the seller with a written•statement of the.reason for the refusal thereof. No
7
cancellation accepted after concrete has been loaded;jn carrier's trucks at our plant. Customer is to provide for and assume
PREVIOUS STAND-BY
responsibility for area or container•, for, clean out of concrete truck.chute. Any discharge to watercourses, street gutters or
stormdrains is a violation of law�.toncrete is a structural building material warranteed only to meet ASTM standards. Some
• •
'
imperfections and popouts may occur for,which supplier is not responsible.
PLANT' X",' OUT
UNUSUAL INCIDENT OF NOTE ON THIS DELIVERY'MAXIMUM
RECEIVED 1'A OD CONDITI N BY:
SLUMP,• `a• 50
'71 11:57
IN
pG/J `��% �j.
• WATER ADDED AT CUSTOMER'S
WATER
I JCUSTOMER SIGNATURE
ON JOB I'11„vi
UNLOADING'..
CALITIONI Ce'ment powder'or freshly mixed concrete, grout or.mortar'may cause skin injury. 'Avoid
REQUEST GALLONS
contact with skin and wash exposed skin areas promptly with water. If any cement powder or mixture
• ESTIMATED SLUMP ATUNLOADING
DEPART
•START
gels into the eyes, rinse immediately and repeatedly with water and get prompt'medical attention.
Keep children away from cement powder and all freshly mixed cement products. .”
_
.' .. -
, '•�
- '"1
ANY WATER ADDED TO MIX ON THE JOB WILL BE AT THE PURCHASER'S RISK .
INCHES
ARRIVAL' -rd -•fit•-�'
FINISH
NOT RESPONSIBLE FOR ULTIMATE'OUALITY OF CONCRETE IF ANY INGREDIENTS ARE ADDED
AND/OR UNLOADING
,
AFTER LEAVING PLANT.-
.-WAITING
READY
Stand-by and/or dumping time in excess of 4 minutes per yard -will be charged.
- -
'?TIME - HOUR
TO UNLOAD
DELIVERY '"`.
�y • ^' ` �SUPERIORRErADY MIX.CI
IL' ,� •..- .F3st` ;MAIN'OFFICE'
,..�
W;111 5 8, MISSION ROAD • ESCO
PHONE: (760) 745=(
t
Weighed at
72270 Varner Road %;o Pl."
` Thousand Palms, CA'92276
.. r (760) 343,-3418
)NCRETE L P � ' , ;; f'' r 4>. • , �.
�#�ApELIVERY.TICKET``
r y
�OIDO; CA 92029 ' Y x Q.1.14 6, 5. j �, ;
�e'?,WEIGHMASTER CERTIFICATE - t /
)56 '' y"<••'' THIS IS TO'CERTIFYthatthefollowingdescribedcommodityvias
r' 1 weighed,measured, or counted by a aveighmaster,whosesignatures
t - is on this certificate, who is a recognized authority of accuracy, as
r , prescribed by Chapter'7 (commencing with section 127 00) of
' Division 9 t. the California BOsiness and Professions Code,
h,- ' •f admlmstered,by the Division of Measurement Standards of the I
California Department of Food and Agriculture.;#
DATE
1/
CUSTOMER_NO t v
ORDER NO a
CUSTOMER-P.O. ORJO_
t►13211)7
..�
CUSTOMFRNAM— -41
1'4` i lVf• `.. '' ,f,
• ?'_ e...
-�RYCKET_NOD
SPECIAL INSTRUCTIONS r -j
ATSGaI I:F L.-3 A & DERERT CLUE
• r ,.
JOB ADDRESS
0VE. -, y`.. 'DESERT C:LUb DR. Ln t?Ui�K9` A
_RESIGN ,�•_��,
.�'
t i6'ROCK (LBS.)_.
,�%'_ROCK (LBS )i
LBS. SAr_•,_e_ND�_
LBS. CEMENT
SACK
WATER
ADD MIX (LBS.)
�R
eWEIGHMAS ER
ITRUCK,
DRIVER
�� ` `..DEPUTYIj
p ! :`.ls t!.(`•,
ffE+7
Rpy YSRING
�1: •,
[
CUBIC YARDS TOTAL C/Y
DESCRIPTION' '''"� " u-
PRODUCT CODE
UNIT PR_ll7E
TAX
AMOUNT
"T
L t6f-AUK `qNL) 16L..UKRYj
d1t1`.J--Y
I
}^
f
YARD S TO GO
.
w
14,
In the event of delivery beyond curVlipe,.this company wilPnot assume liability for damage to'sidewalk, driveway, utility. linesTTi
TOTAL THIS ORDER -ice
meters, septic systems,. or any other'propefty." Materials `6reby sold become -property of f urchaser, at point of origih.'jh
,
'STAND-BY,,7IME THIS TICKET
purchaser shall in no event accept'deliveries. of materials not in accord with the agreement'ofkthe parties; but' such rhatedals
shall be refused by the purchaser and returned to the seller with a written'statement of the reason for the refusal thereof. No
cancellation accepted after concrete has been loaded in carrier'sArucks at our plant. Customer is to provide for and assume.
PREVIOUS SEAND-BY
responsibility for. area or, container fo lean;,out oCconcrete truck chute. Any discharge to watercourses, street gutters or
stormdrains is a violation of law. Concrete is a structural buiiding. material warranteed only -to meet ASTM standards: Some
•
imperfections and popouts may occur forinrhich supplier is not responsible..;
PLANT-
: S
OUT
L of 4 QI
UNUSUAL NCIDE T `F .NOTE ON THIS DELIVERY
`' M �I�''
f RECEDED I GOOD CON6�ITON,eY:
J
SLUMP `�'
"
,
ti,ii>f
I N
.. X( I en (:
\/ I C,0 TO`ME,�R S GNATURE
CAUTIONI Ceme t or freshly and concrte,
SI ADDED AT CUSTOMES
.•}WCUSTOMER'
`-GALLONS
ON JOB*:,::�
p ,der grout or mortar may cause skin injury. Avoid.
contact with skin end wash exposed skin reqs promptly with water. If any cement powder or mixture"'{
�• ` �'
' • -"
g
UNLOADI,�/
- /
5
y
gets into the eyes, rinse immediately and repeatedly with water and get prompt medical attention.
ESTIMATED SLUMP AT UNLOADING
r
DEPART+
START
Keep children away from cement powder and all freshly mixed cement products.
ANY WATER ADDED TO MIX ON THE JOB WILL BE AT THE PURCHASER'S
'. .'INCHES
RISK
- .•'
ARRIVA L. !'�.
FINISH
NOT RESPONSIBLE FOR ULTIMATE QUALITY OF CONCRETE IF ANY INGREDIENTS AREADDED
• WAITING AND/OR UNLOADING
AFTER LEAVING PLANT.
�;y
READY
Stand-by and/or dumping time in excess of 4 minutes per yard will be charged.
HOUR
'
TO UNLOAD
,'TIME
t
DELIVERY
f
f
i
k
AAl
�,�,,, ' z� ' , • SUPtft Ff-READY MIX'CONCRETE, L.P.
r.
Weighed at
38-155 Monroe StrA1t_
Indio, CA 92201
1508 W. MISSION ROAD • ESCONDIDO, CA 92029
PHONE: (619) 77578272 • (619) 745-0556 .
DELIVERY TICKET
1091?2
WEIGHMASTER CERTIFICATE
THIS IS TO CERTIFY that the following described commodity was
weighed, measured, orcounted 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 o the California Business and Professions Code,
administered by the Division of Measurement Standards of the
California Department of Food and Agriculture.
-DATE
CUSTQ .5R NO. �'� -'
ORDER NO.-
CUSTOMER P.O. OR JOB NO.
_PLANTTNO,_
DELIVERY TICKET NO..
• t3/ 6/97..
07*T'E9_0 r1-
175
39346 `
71
71V7�Sa1;:+
CUSTOMER NAME
__ -
,j
SPECIAL INSTRUCTIONS �7„D�.$,,(+<,�•„�„G,•
AT DARCELQNA & .DESERT CLUB D
H C I INC, -
JOB ADDRESS - -
CALLE PARC iLCII'1M V. DE:SE:RT CLUB • DR. L4 OU TNl"Ft .
DESIGN.
a'e” ROCK (LB .)�
(LBS.),
?Y.'' ROCKDCS-`
LBS. SAN[) _
CEMENT
SACK
ADD MIX (LBS.)_
�'•r
.LBS.
_WATER_
1
�
WEIGHMASTER
TRUCK -
DRIVER
_.: DEPUTY
aj 4 1
iFzrMY GAFt) R
CUBIC YARDS TOTAL C/Y
DESCRIPTION ,v `,
PRODUCT CODE
UNIT PRICE
TAX
AMOUNT
9:50 28.50
1. ;ACK SAND -SLURRY a,"
DCS_I
T�;}
r.-- 1CARD�-S.TC,IT_G�-}0_
�� ,Fz'� ��• t
�r ,
In the event of delivery beyond curb line, 1 i"s company will not assume liability for damage to side,'walk, driveway, utility lines;
TOTAL THIS ORDER
meters, septic systems, or any other property. Materials hereby sold become property of purchaser at point of origin. The
STAND-BY TIME THIS TICKET
purchaser shall in no event accept deliveries of materials not in accord with the agreement of the parties, but such materials
shall be refused by the purchaser and reWrned to the seller with a written statement of the.reasori for the refusal thereof. No
cancellation accepted after concrete has been loaded in carrier's trucks at our plant. Customer is!to provide for and assume
PREVIOUS STAND-BY
responsibility for areaer for clean out of concrete truck chute. Any discharge to watercourses,` street gutters or
stormdrains is a violation of law. Concrete, is a structural building material warranteed only to meet ASTM standards.' Some
TOTAL AMOUNT
imperfections and popouts may ocqur for which supplier is not responsible. • i•:._ :.
PLANT ; OUT.
•
UNUAL INC `��EN OFNOTE�ON THIS DELIVERY', '
MAXIMUM d
REQ IVED IN GOOD CON ITION BY:
SLUMP �r ` J�1
+IS
1 + 11 :24
! /r ] +> �y
'
}` WATER
ADDED AT CUSTOMER'S -
-
,"))
, ,
.IN
•
{ 'PUS .1 SIGNATURE
powder 'c or, mortar
%-
•f
'
CAUTIONI Cement or freshly mixedrate, grout may cause skin injury. Avoid
contact Iwash
REQ
' 3xl
EST,, GALLONS
s
ON JOB - t
- �`=
UNLOADING
,,nn
with skin an exposed skin areas promptly with weter`If.any cement powder or mixture
' ESTIMATED
SLUMP AT UNLOADING
DEPART-
•+-7
START,
gets into the eyes, rinse immediately and repeatedly withwaterand get prompt medical attention.
cement.
�
Keep children away from cemeAt.powder and elltfreshly mixed products. ., ,
i ANY WATER ADDED TO MIX ON THE JOB WILL BEAT THE PURCHASER'S RISK
•' �°
-
INCHES
Y.
ARRIVAL 20l
3
NOT RESPONSIBLE FOR ULTIMATE OUALITFCONCRETE IFANY INGREDIENTS ARE ADDED
4`1
".*all'
•WAIT
NG AND/OR UNLOADING-
READY
FINISH'
AFTER LEAVING PLANT.
4 will
Stand-by and/or dumping time in excess of minutes per yard be charged:,.
'
TIME
-- HOUR
I TO UNLOAD.
DELIVERY
.I
j
, .
A`
f
,,
�.
J
��
p�
�.
i
J
�.�
:�
1�
i
t�
J
�
1 �
,.
.
-
`
�.
J
��
p�
�.
J
�.�
S
*�
i
1 f
J
�
1 �
,.
�.
J
jr
Wr
N.
µ� SUPERIOR READY: MIX CONCRETE L.P.
I 1508 W: MISSION -ROAD-'• ESCONDIDO.; CA 92029
r-
•y:� DELIVERY TICKET
17�.91 2 7
WEIGHMF9TER CERTIFICATE
,THIS IS TO CERTIFY that the following described'commoditywas
weighed, measured, or counted by aweighmaster, whose signature
is on'this certificate, who is a recognized authority of accuracy, as '
. prescribed byjChapter 7_(commencing with section 12700) of I
Division `5of 'the California`, BUsiness and Professions Code,
administered by the Division -W Measurement Standards of the
California Department of Food akd Agriculture.
BLANT.NO,.,- ,
J_DEILLVEBY_j�ICKET_NC._
71
•71 877'.1-
INSTRUCTIONS.,,�•„�„n,��,"
iNCTON I'D -AVE. 5
s,
-NT
-
ADD MIX (LBS.)
1__SACK�ATER
DRIVER - "• -
BAL.DOMER0 ()(.:nMPO
UNIT PRICE- TAX
`AMOUNT '
..•..v
." wr •
aW
'
'TOTAL'7 ,IS ORDER ;;; •,i. ''
t .
STAND=BY TIME THTS'TICKET
PREVIOUS STAND=BY 4 •A
F"
PLANT OUT
71 1.?:20
IN
i ON JOB r
UNLOADING?'
DEPART
START
00
ARRIVAL
FINISH• /
READY '
TO UNLOAD
g
SUPERIOR READY MIX CONCRETE, L.P. DELIVERY TICKET
1508:W. MISSION ROAD - ESCONDIDO, CA 92029109175 .
" PHONE: (619) 775-8272 •"(619)745-0556 - , 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
Weighed at `^ - prescribed by Chaoier 7 -(commencing with section 12700) of
38-155 Monroe'Streef, ; Division 5 of the California Business and Professions Code,
Indio, CA 92201 administered by the Division of Measurement Standards of the
of • California Department of Food and Agriculture.
,.DATE
ORDER 10:— - '
CUSTOMER P.O. OR JOB NO.
PLANT NO.= _DE,LIVERY
TICKE.T_No.�
077190
',175 -
.31:346;
'77.
S/ 6/9'7
CUSTOMER_NAME . ° _ _ 1 - t '� -
SPECIAL INSTRUCTIONS ]011-ei G4 T .
1•'1 C i INC ' '�
FST IBARCiT1� ' NA R 1} SEt�"f CLUB ,1)
-
ADDRESS
_JOB
CAI_.L-C , BARCELZIINA &.1�E�>Es F� � ,C L Lffr DR; LA GIU T NTA , __
DESIGN��
`DCS--`
34"�ROC'?(LBS.),
`�:'�ROCK (LBS.)
ALBS. SAND
LBS. CEMENT_
_SACK_.
WATER
ADD MIX (LBS.)
j
WEIGHMASTER
-rk
AN._TRUCK
DRIVER
N�, DEPUTY
�t a1a
5T'E:VE%GL_LWN
CUBIC YARDS TOTAL C/Y
DESCRIPTION -
PRODUCT CODE
UNIT PRICE '`
TAX
AMOUNT
9 `114 47. ":' itl1
1 SACK SAND SLURRY —'
DCS__1
YARDS TO_+GO—
J.
In the event of delivery beyond curb line, this company will not assume liability for damage to sidewalk, driveway, utility lines,
TOTAL THIS ORDER
meters, septic systems, or any other.property. Materials iereby.sold become property of purchaser.at point of origin. The
purchaser shall in no event accept deliveries of materials not in accord -with the agreement of the parties, but such materials
STAND-BY TIME THIS TICKET,-,`.•
shall be refused by the purchaser and returned to the seller with -a written statement of the.reason for the refusal thereof. No.
PREVIOUS STAND-BY
cancellation accepted after concrete .has been loaded in carrier's trucks at our plant. Customer is to provide for and assume
responsibility for area or container for clean out of, concrete truck chute. Any discharge to watercourses, street gutters or
stormdrains is a violation of law. Concrete is a structural building material warranteed only to meet ASTM standards. Some
imperfections and popouts may occur for which'supplier is not responsible.
PLANT OUT
UNUSUAL INCIDENT OF NOTE ON THIS DELIVERY.
MAXIMUM._
•` r- IIN•G_00D,GONDITION BY' -
SLUMP 3. 50
71 �5
.
IN
[/RE®CEIV\(ESD
�Y�(
X /t // JIJ\ �_ .t
• WATER ADDED AT CUSTOMER'S
T^ CUSTOMER -SIGNATURE t ,
ON JOB
UNLOAD Ifd
CAUTIONI Cement powder or freshly mixed concrete, grout or mortar may cause skin injury. Avoid
REQUEST GALLONS
contact with skin and wash exposed skin areas promptly with water. If any cement powder or mixture•
ESTIMATED SLUMPA7 UNLOADING
DEPART
START / j
gets into the eyes, rinse immediately and repeatedly with water and get prompt medical attention.
Keep children away from cement powder and all freshly mixed cement products.
ANY WATER ADDED TO MIX ON THE JOB WILL BE AT THE PURCHASER'S RISK
INCHES
ARRIVAL
FINISH
NOT RESPONSIBLE FOR ULTIMATE QUALITY OF CONCRETE IFANY•INGREDIENTSARE ADDED
. WAITING AND/OR UNLOADING
AFTER LEAVING PLANT. - E
READY
Stand-by end/or dumping time in excess of 4 minutes -per yard will be charged.
'TIME
'
HOUR
TO UNLOAD /•�' ` •
DELIVERY
. __
SUPERIOR READY MIX CONCRETE, L.P. DELIVERY TICKET
150 W. MISSION ROAD ESCONDIDO, CA 92029 ' 10'9152
PHONE: (619) 775-8272 • (619)745-0556 r; WEIGHMASTER CERTIFICATE
• ' ,.+ t 'THIS.IS TO CERTIFY that the following described commodity was
weighed,measured, or counted bya weighmaster, whose signature
Weighed Bt r f is'on this certificate, who is a recognized authority of accuracy, as
prescribed by Chapter 7 (commencing with section. 12700) 'o'.
y 38-155 Monroe Street '' " 4 r t Division' 5 of the California Business and Professions Code
Indio, CA 92201 administered by the Division of Measurement Standards of the
,R' 4 • - California Department of Food a'rC,Agriculture.
DATE
CUSTOMER NO:
'ORDER NO. ; s"
CUSTOMER P.O. CR JOB N0. _ _ — _
PLANT NQ
DELIVERY TICKETyyp.��
077190
71
G/ 5/97
-.246
7108796
QUSTOMER NAME
SPECIAL INSTRUCTIONS
H C S SNC.
JOB ADDRESS fi
WASHINGTON R. •AVE:+S;Z_' L.A GUIN..TA
ROCK (IBS.)
_VV ROCK (LBS.),
ALBS. SAND
LBS: CEMENT
SACK -1
_WATER,
ADD MIX (LBS.)
IDCS--1
t
,,
WEIGHMASTER_TRUCK
�'' _
DRIVER - -
ijl DEPUTY
��l
454
ED."BALDERAS
.CUBICYARDS TOT[ALC/Y
DESCR�I-PtTIION
PTIR�ODUCTdCODE
UNIT PRICE
TAX
AMOUNT
''nr • 50 261». S0
t+ 1»�[],
GA
1 ::91'-014 '.- AI. D � .S L;URR'Y
DCS
.vC`l"!,
tt YARDS TO_GO�;
.
i D. 4ZD
1wi
In the event of delivery beyond curb line, this company I not `assume liability for damage to sidewalk, driveway, utility lines,
TOTAL THIS ORDER
meters, septic systems, or any other property. Materials ereby sold become property of purchaser at point of origin. The
STAND-BY TIME THIS TICKET
purchaser shall in no event accept deliveries of materials of in accord with the agreement'of the parties, but such -materials
shall be refused by the purchaser and returned to the sell r with a written statement of the season for the refusal thereof. No
cancellation accepted after concrete has been loaded in c rrier's trucks at our plant. Customer is to provide for and assume
PREVIOUS STAND-BY
i
responsibility for area or container for clean out -of concr to truck chute. Any discharge`to watercourses, street gutters •or
stormdrains is a violation of law. Concrete is a structural l uildirig material warranteed only to meet ASTM standards. Some
AMOUNT`
imperfections and popouts may occur for which supplier is not responsible.
PLANT OUT
UNUSUAL INCIDENT OF NOTE ON ITHIS DELIVERYMAXIMUM
RECEIVED IN GOOD CONDITION Y:
j1
M •' S0
-SLUMP
` - 7 1 " 12:31
_
��
X •�r�..._.�/'`
IN
.
A ` '/ 'CUSTOMER SIGNATURE
•WATER ADDED AT CUSTOMER'S
ON JOB
UNLOADING -
CAUTIONI Cement powder or freshly mixed concrete, grout or mo ar may cause skin injury.. Avoid
. REQUEST GALLONS
contact with skin and wash exposed.skin areas promptly with water. If anycement powder or mixture'
gets into the eyes, rinse immediately and repeatedly with water and et prompt medical attention.
• ESTIMATED SLUMPATUNLOADING
DEPART
START
.
Keep children away from cement,powder and all freshly mixed came I products..
ANY WATER ADDED TO MIX ON THE JOB WILL BE AT TH 'PURCHASER'S RISK
INCHES
ARRIVAL
FINISH
NOT RESPONSIBLE FOR ULTIMATE DUALITY OF CONCRETE IFA Y INGREDIENTS ARE ADDED
• WAITING AND/OR UNLOADING
AFTER LEAVING PLANT.
READY
Stand-by and/or dumping time in excess of 4 minutes per yard willbe charged.
TIME. HOUR
TO UNLOAD
DELIVERY. '
f
_ .;,
�.�•.. SUPERIOR READY MIX CONCRETE,.L.P.,' DELIVERY TICKET x;
- 1508 W: MISSION ROAD • ESCONDIDO, CA 92029. 109126
PHONE: (619) 775-8272!.,(619) 745-0556 WEIGHMASTER CERTIFICATE
• THIS IS TO CERTIFY that the following described commodity was
�f t weighed, measured, or counted by aweighmaster,whose signatur3
t r ,, is on this certificate, who is a recognized authority of accuracy, as
Weighed at ,•• t', prescribed by Chapter 7 (commencing with section 12700) 'of
38 155 Monroe Street (�, Division 5 -,of• the California Business end' Professions Code,
Indio, CA 92201administered by the Division of Measurement Standards of the
California Department of Food and Agriculture.
,DATE
CUSTOMER
ORDER.NO.
CU$TOM,Efi P_O_OR JOB NO._
RtAIVT NO.—
DEANERY TICKET NQ..
CUSTOMER_NAME ` •. - • a., .' -�
_ _ __ r
SPECIAL INSTRUCTIONS _..- { ,,/,„,•''),..���
_
r. T TNrl_ 1
WASHINGTON TO AVE. 52
JOB ADDRESS
1701 r' .AAPrr"1 II IQ `k•'`T IZ rr-'PT fj I lr4 TIR). I a rayl`r!\rT0
DESIGN
-°".
%" ROCK (Lf3 ).ROCK
(LBS.)
ALBS: SAND
_LBS. CEMENT
SACK_
_WATER_
ADD MIX (LBS.)
WEIGHMASTER
,
TRUCK_
DRIVERY
-
-
- c .... DEPUTY
11.1'
r; TI, h 1 ' T IVA'R . .
CUBIC YARDS
TOTAL C/Y DESCRIPTION -
PRODUCT CODE
UNIT PRICE
TAX
. AMOUNT
9. 5QI--
19 • Q171 21 3AK +SAND SLURRY.
YARDS TO_GO.
In the event of delivery beyond curb line, this :company will not assume liability for damage to sidewalk, driveway,, utility lines,
meters, septic systems, or any other property. Materials hereby sold become property of purchaser at. point of origin. Ther
purchaser shall in no event accept deliveries of materials not in - accord with the agreement of the parties, but such materials
TOTAL THIS ORDER
STAND-BY TIME THIS TICKET
Shall be refused by the purchaser and returned to the seller.with a written statement of the.reason for the refusal thereof. No
cancellation accepted after concrete has been loaded in carrier's trucks at otir plant. Customer is to provide for.and assume
PREVIOUS STAND-BY
responsibility for area or container for clean out -of concrete truck chute. Any discharge to watercourses, street'gufters or
stormdrains is a violation of law.Concrete is a structural building material•warranteed only to. meet ASTM standards. Some
imperfections and popouts may occur for which supplier is not responsible.
PLANT-
OUT
' UNUSUAL INCIDENT OF NOAE ON THIS DELIVERY
RECEIVED 1 tGOOD 9ONDITION BY:
MAXIMUM
SLUMP
-
IN
�_ _sa��x�ruro� < /^•
CUSTOMER SIGNATURE
• WATER ADDED AT CUSTOMER'S•
ON JOB 4°i
DEPART -
ARRIVAIk �
UNLOADI G�
START /
FINISH��
!#i
hQAU�ONICement powder or -freshly mixed concrete, grout or mortar may cause skin injury. Avoid
'contact with skin and wash exposed skin areas promptly with water. If any cement powder or mixture
gets into the eyes, rinse immediately and repeatedly with water and get prompt medical attention..
Keep children away fromJcement'powder end all freshly mixed cement products.
ANY WATER ADDEDTO MIX ON THE JOB WILL BEAT THE PURCHASER'S RISK
NOT RESPONSIBLE FOR ULTIMATE QUALITY OF CONCRETE IF ANY INGREDIENTS -ARE ADDED
* REOUEST GALLONS
•ESTIMATED SLUMP ATUNLOADING
" INCHES
• WAITING AND/OR UNLOADING
AFTER LEAVING PLANT.`. ,
READY
Stand-by and/or dumping time in excess of 4 minutes per yard willbe charged.
-
.TIME HOUR
TO UNLOAD
.
- -
DELIVERY
SUPERIOR READY MIX CONCRETE; L.P. DELIVERY TICKET
�'... . r .. 109200
- 1508 W. MISS90N ROAD • ESCONDIDO, CA 92029
PHONE: (619)'775-8272 • (619) 745-0556. WEIGHMASTER CERTIFICATE
• - _ - THIS IS TO. CERTIFY that the following described commodity was
weighed,measured, or counted by aweighmaster,whose signah.'re
is on this certificate, who is a recognized authority of accuracy, es
Weighed dt • r - ,, prescribed, by Chapter 7 (commencing with. section 12700) of
38-155 Monroe Street Division 5 of the California Business and Professions Code,
Indio, CA 92201 ( 1 administered by the Division of Measurement Standards of the
( ' California Department of Food and Agriculture.
DATE CUSTOMER NO. ORDER NO. CUSTOMER PA. OR JOB NO,, _PLANTT NQ,DELIVERY TICKET NO..,
Q/ 7/97 0 7 7 1'() 0 .:3'3,:346 71, 7108844 I
CUSTOMER NAME - > SPECIAL INSTRUCTIONS
H C'.I. INC. ; AT BARCELONA & DESERT CLUB D
JOB ADDRESS
AVE. 52'..& DESERT CLUB -DR-. L.A QUINTA
DESIGN_ _-2,_ib'_ROCK (BS.)_ %%ROCK (LBS.) LBS_. SAND _LBS. CEMENT SACK_ _WATER ADD MIX (LBS.)
.:.
DC 5'-1
WEIGHMASTER_TRUCK DRIVER -
' I
. t :. .. DEPUTY RAY .131 SB I NG
CUBIC YARDS TOTAL C/Y DESCRIPTION A - PRODUCT CODE UNIT PRICE TAX - AMOUNT
9.50 28.50 1 SACK ' SAND • _SLURRY .. - DC -3- I
XARDS TO GO 't
In the event of delivery beyond curb line, this company will not assume liability for damage to sidewalk; dnvew6 , utility lines, TOTAL THIS ORDER
meters, septic,Mtems, or any other, property. Materials hereby sold become property of purchaser,;at pointaof origin.iThe`,
purchaser, sll�in no event accept deliveries of materials not in accord with the agreement of the parties, but suchfmatenal STAND BY,rIME THIS TICKET`
' shall bei fused by the purchaser and returned to the seller with a written statement•of the.reason for the refusal theieof.,No `"
y PREVIOUSSTAND-BV
cancellation accepted after concrete has been loaded in carrier's trucks at our plant. Customer -:is to 'provide for ariif assume '
responsibility for area or container •for. clean but -of concrete truck. chute. Any discharge to watercourses, street gutters or AMOUNT
stormdrains is a- violationrof law. Concrete is, a structural building material warranteed only to meet ASTM -standards. Some ITOT'
imps fectionsand opou;s may occur for which supplielris not responsible.
UNUSUALpf1 .CIDENT Q� NOTE(ON THIS DELIVERY' MAXIMUM PLANT OUT .
! + RECE,IIVED I, GOOD GOND+ TON BY: � SLUMP 3. E,.0 71 13:55
X itf �l '(�.1'y/y
i •/ ) ter'\ i f�.Ji/� •WATER ADDED AT CUSTOMER'S IN + J
a/ CUSTOMER SIGNATURE ` r
UTIONI Cement powder or freshly mixed concrete, grout or mortar.may cause skin injury. Avoid •,'REOUEST _ GALLONS ON JOB IJNLOADIN
act with skin and wash exposed skin areas promptly with water. If any cement powder or mixture
en • ESTIMATED SLUMPATUNLOADING DEPART START / �
to the eyes, rinse immediately and repeatedly with watei and get prompt medical atttion. ,-
�ildren away from cement powder and all freshly mixed cement products •. r . '
1NY WATER ADDED TO MIX ON THEAOB,WILL BEAT THE PURCHASER'S RISK INCHES ARRIVAL. FINISH
NSIBLEFORULTIMATEOUALITYOtCONGRETEIFANYINGREDIENTSAREADDED-..WAITINGAND/OR'UNLOADING
'INGPLANT.,, �: r *- }, tie .,REAdY
or Jumping time in excess of 4 minutes per yard will be charged. t
TIME HOUR 'TO UNLOAD
Y
DELIVER
El
, j ,
To
ly
SUPERIOR READY MIX -CONCRETE, L.P. 'DELIVERY TICKET
,1508 W. MISSION ROAD • ESCONDIDO, CA 92029-109197
.PHONE: (619) 775-8272 • (619) 745=0556' WEIGHMASTER CERTIFICATE
• • i - .THIS IS TO CE
RTIFY that the following described commodity was
weighed,measured, or counted by a weighmaster, whose signature
• �"" 4 - is on this certificate, who is a recognized authority of accuracy, as
r-, W@IgRed.dt' ,• .prescribed by Chapter 7 (commencing with section -12700) of
88-155 Monroe Street , " • 1 " Division 5 of the California Business and Professions Code.
Indio, CA 92201 administered by the Division of Measurement Standards of the
+ California Department of Food and Agriculture.
,DATE
CIJ$TOMER NQ.
ORDER NO_.
CUSTOMER P.O. OR JOB NO,
DELIVERY TICKET NO;.-
139
313346 '
3/ 7/137
077190'
I-11LANTO_
71
71061341
CUSTOMER NAME -
...
'.SPECIAL INSTRUCTIONS r� i. r..
H ! fa Q,es'r Y° -Z
H C 1. 1NC• _ ;
AT BARCELONA DESERT CLUB D
�?
JOB ADDRESS
--AVE. 52 R DESERT. CL..UER DRi LA 0UINTA q
DEIGN
(LB )�
I/." ROCK (LBS.)
,LBS. SAND
LBS. CEMENT
SACK_
_ WATER
ADD MIX (LBS.)
1___%:.ROCK
DCIS —1
WEIGHMASTER
-
_TRUCK
'DRIVER
-
-- -
-
DEPUTY
,...
'475
JOE CANT.
CUBIC YARDS
TOTAL C/Y DESCRIPTION
PRODUCT CODE
UNIT PRICE TAX
AMOUNT
9. 50.
19o 00 1 ,SACK. SAND SLURRY
YARDS T.O_GO„
0. D>t)
In the event of delivery beyond curb line, this company will not assume liability for damage to sidewalk, driveway, utility lines,
TOTAL THIS ORDER
meters, septic:syotems; or any other property. Materials hereby sold become property of purchaser at point of origin. The
STAND-BY TIME THIS TICKET
purchaser, shall' In no event accept -deliveries of materials not in accord with the agreement of the parties, but such materials
shall be�efbsed by the purchaser and returned -to the seller with a written statement of the'.reason for the refusal thereof. No
PREVIOUS STAND-BY
cancellation accepted after concrete has been loaded in carrier's trucks at our plant. Customer is to provide for and assume
responsibility for area or container for clean:.out of,concrete tuck chute. Any discharge, to watercourses, street gutters or
•"
stormdrains is/a�violation<of'law. Concrete is a structural building material warranteed only to meet ASTM standards. Some
'
imperfections and Popouts may occur for which supplier is not responsible.
PLANT OUT
UNUSUAQ1 C) :NT OF�NOTE ON THIS DELIVERY 't
'MAXIMUM
�{ ECEIV,EE�iD IN GO • D CONDITION, BY ;
x,
SLUMP �'' • Jr
r
71 12 6 5 01
IN
X-� F
• WATER ADDED AT CUSTOMER'S
1` CUSTOMER SIGNATURE'
+
ON JOB
UNLOADING
CAUTIONI Cement powder or freshly mixed concrete, grout or mortar may cause skin injury. Avoid
REOUEST '- GALLONS
contact with skin and wash expoil sed skin areas promptly with water. If any cement powder or mixture
• ESTIMATED SLUMP AT UNLOADING
DEPART
START ����
gets into the eyes, rinse immediately and. repeatedly with water and get prompt medical attention:
Keep children away from cement powder and all freshly mixed cement products. .12
ANY WATER ADDED TO MIX ON THE JOB WILL BE AT THE PURCHASER'S RISK
INCHES
ARRIVAL' Q
FINISH
NOT RESPONSIBLE FOR ULTIMATE QUALITY OF CONCRETE IF ANY INGREDIENTS ARE -ADDED
• WAITING AND%OR UNLOADING
AFTER LEAVING PLANT.READY
Stand-by and/or dumping time in excess of 4 minutes per yard will be charged.
TIME HOUR
TO UNLOAD 13.M'
DELIVERY ~ .
,. ,: ., ,.,•. •. � .. tit `• ;'�' .�.�
map."
��l•"7i.Nfw'"�ViaWN4?Yi�{
' - _ • ' ��
EARTH SYSTEMS CONSULTANTS S.C. •, .
'. 79-8.11 B Country Club Drive
Bermuda Dunes', CA 92201 • (619) 345-1588
CLIENT NAME
CLIENT ADDRESS r 4
CLIENT PHONE
TEST
NLNBER
.<
RJB`
.LOT
INN.
ELEVATION
FIELD TESTING
REFEkNCECURVE
MOISTURE
CONTENT
%
DRY
DENSITY
Ibs/cu" ft.
MAXIMUM
DRY
DENSITY
%
MAXIMUM
DRY
DENSITY
Ibs/cu. ft.
OP NUM
MOISTURE
CONTENT
%
Ox 5 Z
I
� .
L1,�.
111.0
3
17O•v
Z...
11rz
r-7
REMARKS: to t ecu
. 4
EARTH SYSTEMS CONSULTANTS S.C.
79-811 B Country Club Drive
Ro 1- ff
Bermuda Dunes, CA 92201 • (619) 345-1588
CLIENT NAME
CLIENT ADDRESS r;. •, ^•.
CLIENT PHONE `•
#�4
DATE
-7_.4-�
JOB NO.
PROJECT
ELEVATION
LOCATION 1.
I, Com -A(-
REFERENCECURVE
CONTRACTOR
OWNER
WEATHER
TEMP
TIME
PRESEN7;AT SITE
r7S
I °,3Xa
_
L
TEST,
NLAW:R
416T
NO.
ELEVATION
FIELD-TESTING'.
REFERENCECURVE
MOISTURE
CONTENT
%
DRY
DENSITY
-lbs/cu. It.
MAXIMUM=
DRY
DENSITY
%
MAXIMUM
DRY
DENSITY
lbs/cu. it.
OPTIMUM
MOIST TURE
CONTENT
%
Li
r7S
I °,3Xa
1(0.1
•�
b
1tZ.4�
9
�kc.
3
l k
7-7y /o
3
2
udi�o
r
,s•S"
�o
REMARKS:
. : f
)Ft>}
DATE
EARTH SYSTEMS: CONSULTANTS S.C.-S'��
79-8.11 B.Country Club'.DHW SECT.'
Bermuda Dunes, CA 92201 • (619) 345-1588
LOCATION
CONTRACTOR
1.. CLIENT NAME WEATHER
CUENTADDRESS •" +,;�:,: a �t.c •• : +'.f: FRESENTATSITE
�.
.l
t
JOB NO.
TEST
NLNBER
/vi,,,ch
I:OT
NO.
ELEVATION
FIELD TESTING
REFEREN_ CECURVE
MOISTURE
CONTENT
%
DRY
DENSITY
lbs/cu. ft.
MAXIMUM
DRY
DENSITY
%
MAXIMUM
DRY '
DENSITY
Ibs/cu. ft.
OPTIMUM
MOISTURE
CONTENT
%
13
1' vc, r
ly,-7
/as,oJ'
3
jrz
���
f`'. ia..�
A1C>�CY•'
rl
lo..i
1�i.tS'
��
'
Ali:
V.
l�
6;5
JU�bt•v
REMARKS: (. L. •cw Ar oL c i
FIELD REPORT
CLIENT REPRESENTATIVE SIGNATURE OWNIMANS/ SI NATURE
DATE..JOB NO.
PROJECT
Vft S2=
LOCATION. .
I_Q
CONTRACTOR" CWNER
WEATHER TEMP TIME
PRESENT AT SITE ,%
.TEST
NLNBER
c�
LAT
ND.
ELEVATION
FIELD TESTING
REFERBdCECURVE
MOISTURE
.00NTENT
DRY
DENSITY
lbs%CU. It.
MAXIMUM
DRY
DENSITY
%
MAXIMUM
DF{Y
DENSITY
lbs/cu. ft.
OPTIMUM
MOISTURE
OONTENT
% .
•
� 4
e
`ZV'
i-
orb
. '`: ' x
.3
ral.
16
�
Cr�
a �
� (�
(Jya•C%
� � .
• %w•
AVS
REMARKS:
.2 Z
FIELD REPORT
w.
CLIENT REPRESENTATIVE SIGNATURE T HNICI" IGNATURE
IN
im
OL
' EARTH SYSTEMS CONSULTANTS S.C.
79-811 B Country Club Drive
r'S W77 Bermuda Dunes, CA 92201 • (619) 345-1588
CLIENT NAME
CUENT ADDRESS
CLIENT PHONE
DATE JOB NO.
PROJECT
�S7
LOCATION
out /LI'1
NER
OWNER
! ! CJG� v�
WEATHER
TEMP i TIME
PRESENT,AT,SITE .
DRY
DENSITY
lbs/cu. ft.
MAXIMUM
DRY
DENSITY
%
TEST
N- BER
J %
/ / f v' �" 1/ / _
LOT
Pq.
ELEVATION
FIELD TESTING
REFERENCECURVE
MOISTURE
CONTENT
%
DRY
DENSITY
lbs/cu. ft.
MAXIMUM
DRY
DENSITY
%
MAXIMUM
DRY
DENSITY
lbs/cu. ft.
OPTIMUM
MOISTURE
CONTENT
%
z
z t CA 4 /'4
7D
/P
S
0
/oz
f,,
2CSO r eo r a"i-z /'� <f -pv- -
REMARKS:
i
CLIENT REPRESENTATIVE SIGNATURE
IELD REPORT
TEO IE ANSI SIGNATLIRE
%-k EARTH SYSTEMS CONSULTANTS S.C.
79-811B Country Club Drive
Bermuda Dunes, CA 92201 • (619) 345-1588
R
S
CLIENT NAME
CUENTADDRESS
CLIENT PHONE
DATE JOB NO.
X ?- f
�'Tj /
LOCATION
C;
WEATHER
TEMP Y TIME
PRESENT AT..SITE ,.
DRY
DENSITY
lbs/cu. ft.
MAXIMUM
DRY
DENSITY
%
TEST
NUMBER
�'Tj /
-S+Q- re
+OT
N0.
ELEVATION
FIELD TESTING
REFERENCECURVE
MOISTURE
CONTENT
%
DRY
DENSITY
lbs/cu. ft.
MAXIMUM
DRY
DENSITY
%
MAXIMUM
DRY'
DENSITY
lbs/cu. ft.
OPTIMUM
MOISTURE
CONTENT
%
s2 - ,e v4
C�a
.s
/I/ /
32
%fC5 0
91
16 5'
7..
l /
120 +(5b
s�
76
dSd
l
740 U
yz
i ygj
7-3
}
REMARKS: / L►.ICr+.-+-. (6/ li^
C`P
'S
LI NT REPRESENTATIVE SIGNATURE
F LD - •PORT
TECHNICI ` IGNATURE
21748
f
�� -
f�
�� .
N __.
��
` � ; ;...
u. 4 1
I
i. A.--. ��, ,