2874NOTE::,:•
Witip,prope*validation �..
n . this form constitutes an. " CITY OF LA QUINTA' 6
P; encroachment permit
c,
APPLICATION, FOR PERMIT .
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) '"»�"Sw4
c
OF THB�
'For,the construction- of.' public or private curbs, driveways; pavements, sidewalks, ,parking lots, sewers; water mains
and other like public worksimprovementsin.connection with MINOR. IMPROVEMENTS and APPROVED.SUBDIVISIONS "
r Subdivision Improvement Permit - Class III
DATE.-...'arntiaxV -4: 1999 `� MinorImprovement Permit Class, IV
LOCATION OF CONSTRUCTION Raachd, La. Quints Tract 28640
-Calle Btisa & -Via Corta'
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Street construction Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION Baca and uaving�
t SEE ATTACHED CONDITIONS. ,
D.IM,ENSION OF INSTALLATION OR REMOVAL Seri nlann. SEE APPROVED PLANS.
SIZE OF EXCAVATION, IF. NEEDED N/A
APPROXIMATE.TLME WHEN WORK -WILL BEGIN
APPROXIMATE TIME OF COMPLETION 1/31/99
ESTIMATED CONSTRUCTION COST $ 79:400.
(Including.. removal of all obstruction, materials,.and debris, backfilling, com-_ .
. paction,and placing permanent resurfacing and/or.re lacin9 improvements)
In consideration of .the, granting of this permit, the applicant hereby *agrees to:
Indemnify, defe.nd''and save the. City,. its authorized agents, off icers,'..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
t 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 whe,nwoorkk,will be staried.� .
Comply with:all applicable City Ordinances, the terms and conditions of. the permit and all apP ical ble ' rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary, as- the ,result of -this work. -
Signature of Applicant or Agent '
t'.D'. -Desert Doyiiloplent P.O. Box 1716 %a Quints. CA 92253• (760.) 771-1941
Name of Applicant lease print) Business Address • Telephone No.
PP . (P P 1 P
- 71
:t.H:' irflllTJ7DlaAT1. 79-Gs07 QAux►Lx'v C7.7_b ..�x•. `Suits! T_ f3arYeuda Dtdtxass- C.A. 34.5-6003
Name of Contractor'.and Job Foreman Business Address. Telephone No.
'. 734479 2967
t
Contractor's License'No.. City -Business License No.
Nsitional. Ifni6n- mire Innuranca- Ca. GL.5440206 RA
A' licant's Insurance Corn an r Polity Number
f PP P Y Y ,
FEES: Subdivision Improvement Permit = Class I I I
Public improvements:. 3%'of estimated construction costs
Private. improvements: 3% of estimated construction -,costs JAN Q' 1999
Minor Improvement Permit —Class IV: See"attached schedule'
Inspection Fee $ 2.352.00 ;��� ur* L 1`-� PERMI-T•VALIDATION
Permit Fee 3,00.00 PERMIT NO: A74A
P,en„y
- Previous DATE APPROVED 1/6/99 '
CashDeposi Surety{Biin:-j
r�gaj-ed Credtt due f1.460.40� EXPIRATION DATE 1/6/00
TOTAL: $ 1.021:60
DATE ISSUED' -
-Receipt No.
Received by Date v Administrative Authority
Recorded by Telephone: (619) 777-7075
L
NOTE:'�
With prpper validation
this form constitutes an
encroachment permit
CITY OF LA QUINTA
. APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
Lo 0 .
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other -like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
DATE:
LOCATION OF CONSTRUCTION Rant
Subdivision Improvement Permit — Class I I I
-Minor Improvement Permit Class IV
.a Quinta, Tract 23Co`¢
tj
(Street address or Description of Location)
PURPOSE OF. CONSTRUCTION
ion
DESCRIPTION
ION
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDLD N/A -
APPROXIMATE TIME WHEN WORK WILL BEGIN
Sketch (attach construction plans if appropriate)
1 CONDITIONS.
op
APPROXIMATE TIME OF COMPLETION - •— . t 1311 -i j ID-110 r,
ESTIMATED CONSTRUCTION COST $ q,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 app ole rules and regulations of the City of .
La Quinte and to pay for any .additional replacement necessary as the resu thi ' ork.
�Signature of Appli4W4 or Agent
T.D. Desert'Development P.O.* Box 1716
La Quinta, CA (A0) 771 1941 t
Name of Applicant (please print) Business Address Telephone No.
J !••E.TWaMrs�., `C $���� ��L '71?-4, 3.1 2 3 4�—�PGG3,
f
"' �'� �* Bermuda Dunes CA --fig
Name of Contracto6and Job Foreman Business Address Telephone No.
7 '34- 418
Z �7
Contractor's License No.
City Business License No.
National Union Fire Insurance Co.
GL5440206 RA
Applicant's Insurance Company
Policy Number
FEES: Subdivision Improvement Permit — Class III
f,
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
NUV ti o '1998
Minor Improvement Permit — Class IV: See attached schedule
2
Inspection Fee $
PEFIMIT VALIDATION
Permit Fee
� O
lstrt5 Cre�tF-Du2.. t!(I �• �
PERMIT NO.
d
DATE APPROVED % I
EXPIRATION DATE 2�
TOTAL: rT
DATE ISSUED
Receipt No.
Received by Date
By�.�
Administrative Authority
ai
Recorded by
Telephone: (619) 777-7075.
NOTE:
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
DATE: 1'tir��;U MV L 1999
Subdivision Improvement Permit — Class I II
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION V.3t,0%0 bri C illta rocz 20C�40
Calle Dr2va 6 Via Carta
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION "10,02 CO"K113"107+ Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION Vzoe m-tfl
S A`i A CCw1 1 YC�� .
DIMENSION OF INSTALLATION OR REMOVAL Sao OU2 AMEMO 250 PT.tM .
SIZE OF EXCAVATION, IF NEEDED t1/A
APPROXIMATE TIME WHEN WORK WILL BEGIN IWID9
APPROXIMATE TIME OF COMPLETION 1/31/09
ESTIMATED CONSTRUCTION COST $ 7904000
(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 apptica� blew es and regulations'of the City of
La Quinta and to pay for any additional replacement necessary as the result' of`this work. - kr
Signature of Applicant or Agent
T.D. 6Dor ovt Dovc:1errc�cnt P #O. Lou 1716 YL� (.!,.rota, CA 92253 (760) 7711-10 #1
Name of Applicant (please print) Business Address Telephone No.
J.11. 79-607 Country Clot Dr, SnSto 2 1,�,Crc�m4a nunao, CA
Name of Contractor and Job Foreman Business Address Telephone No.
734470 29,57
Contractor's License No. City Business License No.
Applicant's Insurance Company r m Policy Number
FEES: Subdivision Improvement Permit — Class I I I
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 2'302.00
Permit Fee
f'
.Re a`I_ty Vr(_,V�muo
GasFi�Depos `Surety' q-7".1
ifurequir a CTVA .t duo (11400.60)
TOTAL:
Receipt No.
Received by
Date
PERMIT VALIDATION
PERMIT NO.
DATE APPROVED
EXPIRATION DATE
DATE ISSUED
By
Administrative Authority
1/G/00
Recorded by 11 Telephone: (619) 777-7075
1. H. Thor' son &.Sons, p Inc
General.Ehdineering. Contractors
t%tHmUPHONE: ( DUNES _ 79-607 COUNTRY CLUB DR., SUITE 2
TELEPHONE: (760) 345 6003 .� O O BERMUDA DUNES, CA 92201-1126
License No. 734478
y
FAX: (760) 345-0525
C/O T.D. DESERT DEVELOPMENT
I_ANumu iA QUIN I A
P0BOX 716 2
LA QUINTA. CA 92253
Ai i N: CHRIS
RE: STREET 3-LOCATIONS
. 7
DESCRIPTION QUANTITY UNIT PRICE TOTAL
PARKING LOT -PLANNING AREA 12
,ACVE Ire $2.500.00
FINE GRADE AF-I ER +/- . i 0 12,685 SF $2.400.00
4 1/2" CLASS II BASE 12.685 SF $0.42 $5.327.70 _
3" AC PAVEMENT 12.685 5F $0.70 58.879.50
3 niBoGiv Glu i i ER 399 Sr. $4.00 $1.596.00
TOTAL $20.703.20
"!IA VALL :RTA TR ?27335
F!NE GRADE AF ii ER +/- .10
4 1/2" CLASS it BASE
3" AC PAVEMENT
---------------------------
STREET
NE GR ADE .AFTER +/- .10
4 1/2" CLASS it LASE
3" AC PAVEMENT
19.681 SF - $2.000.00
19.681 SF .$0.38 $7,478.78
19.681 SF Q0.68 $13.383.08
TO T AL J22.001.�0'
369 SF
5 969 5F $0.36
59. 69 SF $0.68
TOTAL
� r�6
'NEED TO VERIFY QUANTITIES
cnCLIJSIOi JS.
1. NO SAWCUTTING OR AC REMOVAL IF REQUIRED
2. FINEGRADE FOR CURB & BACKFILL NOT INCLUDED IT&M1
3. NO TACK -WEED KILLER OR SEAL COAT.
4. AC BASED ON 1-MOVE N:
5., RAISING OF MANHOLES OR EXISTING UTILITIES NOT INCLUDED.
6. DR!VEWAY NOT !NCL! IDED.
7. CAL*NCING OF STREC I S TO'+/-..i0 !S NCT!ivCLUCED.
ALTERNATE:
2" 4" RED.lCCD @ PARK1.1"'G
LOT 7CC LF :�3.00
rd6.vvv.vv
$22,788.22
$40.778.92
$E9.567.14
52.100.00
12/22/98 00:59 GTE PS ACCESS DESIGN 7607711841 NO.675 P001i001
GTE Network SMIMN
295 Nonh Sunrise Way
Palm Springs, CA 9=2-5295
December 22, 1998
Mr. Marcue Fuller
City of La Quints
P.O. Box 1504
78-495 Calve Tampico.
La Quints, •CA 92253
. Dear Mr. Fuller -
Subject: 'DISTRIBUTION FACILITIES PLACED .
Per your request, GTE California (hereinafter called GTE) has placed distribution.
facilities for Rancho La Quints Trad 278W2 and 28640 on streets Caritas Drive,
Calla 8risa Via Corta'and Mission Drive West in the city of Le Quinta.° It was placed
underground and was accepted by GTE.
If there is any adckonal information needed please feel free to contact me. ° Thank.
you.,
Sincerely,
Manuel G. Montea
Designer — A 66esa Desion
760/864-1715.
C: Sparks Constru Lion „
A part of GTE Corporation
December 22, 1998
City of La Quints .
Marcus Fuller
78-495 Calle Tampico
j La Quinta, CA 92253
RE: Rancho La Quinta- 28640
Dear Mr. Fuller,
According to joint trench plans presented to MediaOne by the developer all necessary
street work for CATV on the above mentioned tracts commonly referred to Calle Brisa
and Via Corta have been completed and may be paved.
If you have further questions, please contact me at our office. Monday. through Friday
8:00 am' 4:00 p-m. at (760) 340-1312 extension 335.
Sincerely,
Ray Carrillo
Construction Tech 11
41725 Cook Street
Palm Desert. CA 9221 1
tel / 760-340-1372
r, fax / 760-340-9764
h
The follbwing General and Special Provisions are attached to and made a part of Permit No.
GENERAL PROVISIONS
The following shall always apply
ENROACHAIENT ON PRIVATE. PROPERTY: This perindauthorizes work to be accomplished within City of La Quinta right of
way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his' contractors to
secure permission from abutting property owners.. Such authorization must be secured by the permittee prior to starting work.
TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on
any paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to •
protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas: If the existing:
pavement is scarred, spelled, or. broken during the term of this contract, or if the pavement is marred, City of La' Quinta shall request
that these portions of road be resurfaced over their entire width.. Resurfacing shall consist of one coat of two inches (2") of A.C.
surfacing plus appropriate seal cost as specified above.
PROTECTION OF TRAFFIC: All excavations -and work areas shall be properly lighted and barricaded as deemed necessary by the
City Engineer or La Quinta.City Public Works inspectors. Suitable detourdand detour signs shall be placed and maintained for the
duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations.
• fir^ ..
CARE OF DRAINAGE STRUCTURES: Any drainage. structure including.corrugated metal pipe, concrete pipe, steel culvert and
concrete structures encountered during excavation which necessitate remo6al'shall be replaced in kind. In the event it becomes
necessary to remove or cut existing -drain -age structures, City of La•Quinta shall be notified prior to commencement of this work.
Drainage structures and open drains shall be kept free of debris at all times for proper drainage.
RIGHT OF WAY' CLEANUP: Any,surplus material resulting from excavation and backfill operations shall be removed from the right
of way. All paved surfaces'shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction.
Existing gutter line and drainage ditches shall be replaced to, their original standard or'better. All excess material shall be removed
prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep dowa dust conditions and shall be used
immediately after backfill.
DE -WATER OPERATIONS: If de -watering operations are required and pumps•are forcing water on City of La,Quiuta roads, it. shall
be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary..
j .CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited
access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for
any length of time, permittee shall contact this office to obtain the necessary permission. '
SPECIAL PROVISIONS ` • �' "
The following shall apply when indicated:
1 NOTIFICATION: Permmittee shall notify the City at (619)777-7075 at least 48 houts in advance of starting construction.
UTILITY CLEARANCE:' (Substructures) Prior to making any, ezcadation within the City of La Quinta right of way '
authorized -by permit, the permittee shall contact all concerned utility companies relative to the location of existing `
substructures: Damage to existing substructures resulting from operations conducted under this permit shall be the sole
responsibility of the permittee. '
• UTILITY CLEARANCE: (Surface Structures) No work shall'be done, under this permit until all utilities are clear of the
proposed work site. The permittee'shall notify all concerned utility companies of the.proposed work'. -
R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with inches of A.C. paving placed on inche's of class _ aggregate subbase course having an "R"
value of not less than and in conformance with City of La Quinta Road Improvement Standards and r
Specifications, Ordinance #461.
PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
1/4 inch to one foot (1'): ;s
GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer. t r r`
R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (_feet) shall be
removed. Curb and/or, curb and gutter •shall be saw cut prior to removal. Depressed curb, matching concrete gutter and"
concrete driveway approach shall, be constructed in conformance with City of La Quinta Standard #207. -
R8 'DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be 2 1/2.inches of A.C. paving placed on ( ) of class aggregate base.
Driveway construction shall conform to attached drawing. ,
SIGHT CLEARANCE: Sight clearance of 600.feet in all directions shall be assured and maintained at all times. ,.
10 SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the
manufacturer's specifications. ,
11 COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
\ Quinta forces to preclude delay or interference with State of City of La Quinta projects.
R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when involved shall be completely tied out so they may readily and correctly be
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to
these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified
upon completion or replacement of all survey monuments for proper project clearance.
13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. Method
of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating
equipment be used to excavate prior to cutting of pavement.) Excavation material shall be placed in such a position as to best
facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
R LIMIJah
XCAV TIONS: Excavations shall be limited to 1000 linear feet of open trench before backfill operations must
beginex va ons shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the
travelublic a Public Works Inspector shall determine the suitability of excavation barricading in each case. No
excavshal main open fora period exceeding five (5) days. No excavation shall be made unless the construction
materac all on the work site.
BACBackfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of prequately consolidated backfill. Any material which the City of La Quinta deems unsuitable (spongy or
saturate ' which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced
by anove or gravel. �� _
BACL Backfill shall be approved transit -mix sand or equivalent and shall be'placed in lifts of not greater than
three(3' d vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case,
a relpa on of 95 percent shall be attained with the structural section of the roadway.
R BACL EMENT: Backfill shall be applied. in layers of not more than 50 percent of the total depth of the trench
before flooding a maximum of five-foot (5') lifts where trenches are of excessive depths. Care is to be exercised that the
backfill materi t not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting
compaction sh I be t less than 90 percent or equivalent to the surrounding ground, whichever is the greater. compaction.
Where pondi or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where
jetting is use , the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuous.
COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000
feet and a minimum of one (1) test on each road. One (1) copy of each test shall be forwarded to the City Engineer for
approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the
Standard Specifications, Division of Highways, State of California, dated January 1973.
Rl COMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of
California, dated January 1973.
R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch
consisting of 2 inches of SC-800 shall be placed on a prepared subgrade. The SC-800 temporary paving shall be placed after a
maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no case shall the
placement of the temporary pavement exceed a five (5) day limit.
R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC-800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a
inch class base shall be placed no later than days after completion of temporary road repair.
R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
R23 STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon
completion of permanent repairs.
R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right of way shall be
accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling
public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump shall be removed and disposed of so that no debris remains in view of the highway. The stump
hole shall be backfilled and thoroughly compacted 'as specified in the following paragraph. Where is becomes necessary to
restrict traffic, the work sball be restricted to a maximum of 500 feet at any one time. Adequate signs, flagmen and or
barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the
surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall
comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
1
2
3
4
SPECIAL CONDITIONS --PERMIT NO. 2874
--- T.D. Desert Development ---
In addition to the standard permit conditions, the following shall apply:
Pursuant to Section 14.16.320 of the La Quinta'Municipal Code (Ordinance 10 § 1 (part), 19,82), all
work shall be performed in accordance with the latest edition of the Standard Specifications For
Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
T.D. Desert Development, hereinafter referred to as `.`Permittee':', shall be responsible for providing
continuous dust and erosion control.
Streets shall be kept clean. They shall be completely cleaned at the end of each working day and
more frequently if required.
Pursuant to Section 6.08.650 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982); throughout
the work site, the Permittee shall comply with City regulated work hours. Operation and
maintenance of equipment within one-half mile of human occupancy shall be performed only during
the following time periods:
October 1st to April 30: .'Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1st to September 30: Monday -Friday 6:00 a.m to 7:00 p.m.
Saturday .8:00 a.m. to 5:00 p:m.
Work shall be prohibited; on- legal holidays and Sundays.
Work performed.within 500 feet of a major and/or'signalized intersection is restricted between the
hours of 9 a.m. - 3 p.m. Traffic control shall beset up after 9. a.m*. and removed before 3-p.m. The
Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-
6894 if signal operation at.the intersection is to be altered in any way.
Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
Permittee shall assume responsibility for repair of any, pavement damage to any public or private
street and for any damage to other City: streets or facilities as a result of work performed under this
permit.
Pursuant to Section 14.16.250 of the La Quinta, Municipal Code (Ordinance 10 § 1 (part); 1982),
advance warning signs and traffic control shall be installed and maintained in accordance with Cal
Trans Standards or the Work Area Traffic Control Handbook, (WATCH Manual). A traffic control
plan, if required, shall be prepared in accordance with the WATCH Manual and submitted to the
City for review and approval one (t) week prior to starting any construction. It shall 'be the
Permittee's responsibility�to appropriately detour'and barricade all construction sites.
SPECLkL CONDITIONS--PERNUT NO. 2874
--- T.D.-Desert Development ---
8. Pursuant to Section 14.16.290 of the.La Quinta Municipal,Code (Ordinance 10 § 1 (part), 1982),
street closures shall not be permitted. A minimum of one travel lane of paved surface shall be
maintained with flagmen at all times.
9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1=800-422-
4133. It shall be the Permittee's responsibility to notify,the Public Works Department of anticipated
excavation which impact City facilities, including but not limited to traffic signal conduits and loops,
irrigation lines, electrical conduits; and storm drain facilities.
10. Should additional work, materials, or modifications of the work be required in order to meet City
"standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall
be performed by the Permittee as directed by, and to the satisfaction of the City Engineer at no cost
to the City of La Quinta.
1 l . Pursuant to Section' 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), '1982),
backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest
edition of the Standard Specifications For Public Works Construction (SSPWC), and as required by
the Public Works Department.
12. All excavations within City of La Quints right-of-way shall be backfilled, and temporarily paved if
within the existing travel way, at the end of every workday as. directed by and to the satisfaction of
the City Engineer for,the protection of the public. Lengths of open trench shall not greatly exceed
that which can not be backfilled in the- same day. Excavated trenches shall not be allowed open
overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet
in length, open overnight at a point where construction will begin the next day, provided that this
length .of trench is completely covered by steel plating.
13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to
its original condition.
14. Access and egress to all local properties shall be maintained at all times.
15. Pursuant to Section 14.16.375.of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanentpavement replacement` shall be completed no later than seven (7) days after the
completion of the work. Permanent pavement shall be replaced: as required by the Public Works
Department.
16. , Permittee shall notify the City of La Qiiinta Public Works Department a minimum of 48 hours prior
to commencement of any construction at (760) 777-7075.
17. Permittee shall stabilize any .soil that was disturbed (shoulder areas, etc.) as a result of work
performed under this permit with an approved dust control treatment.
Special Conditions - Pemit No. 2874 Page 2 of 3
I
IDDEC 23'98 14-:22 No.001 P.02
Scheduled Date• /l M T �r;7 ,�
e CrJ' F
IMPERIAL IRRIGATION DISTRICT
81.600 Avenue S8 P.O. Box 1080La Quints, CA 92253
Pho14e: (760) 398-872 or (760) 398-5828
Fax: (760)398-5875 or (760)391-5999
INSPECTION REPORT OF UNDERGROUND/OVERDEAD ELECTRICAL FACILrMS
An inspection/ meeting/ tranaformer.installation/ sw eep/ mandrel of underground/ of electrical
' facilities was performed by Imperiid.Irrigatlon District as requested by. -
Contact Person: . i Kin
Phone: 408 .1164 Pager;„
Company: T. D. Desert Fax: 771-] 841 Job Copy Attached
WORK ORD>rR NO.: 15012736 y CSP NO.Estimator R.R.
JOB SITE; Tract 28640 , Lots' 1-38 & 39-58 (Rancho La Uinta)
SPECIAL INSTRUCTIONS:
All underground/overhead facilities mentioned above_ <,
Have Been Installed . Are Operational
Are Complete -..,HAVE PASSED INSPECTION
_Have Been Approved Pending Installation of panel
SHAVE N0T PASSED INSPECTION due to the following deficiencies:
' • If you have questions or need to schedule a re -insp
ection after deficiencies have been corrected.
please Contact Bobby (Construction) at (7(4)398.5872 or Carlos (Engineering) at (760)398-5828.
• For information about work order scheduling, please contact the Work Order Control
Coordl ator (Susan) at (760) 399.5960,
ROBE T MARRUJ over Inspector / Date CARLOS LEGASpL Power Inspector / Date
As a reminder, N is the reapotatibllity of the Owtrcr(s), Pewleper(s) or Contrador to supply and mahat M all
neeetsary seeguar& acid to ensure a sofa working environment during and after the comtrudlop and/or
Insf+sllatloe of the Wnde�grow�d power ryate It it the Imperid Irr/gadon Distrid's (DisindIs) policy to occupy and energize only hose portions ojthe system jor which a rotten service request hat been made and aR dine
extension chorgas and co»nedjeas,hmv been paid
Fbrmber, on&'tkost portlona ojthesysrent which are aduai(f' occupied and energized by the Dlttrid wUl be
wed jnam the Drogue's or Applicant's reaponsibiUty 77te Owrrcr(s) or DeHelopen(a) shall oontlnae to be
responsible jor Mo ou"eaaurce, repairs. sajeW�, on corredions the ' jor the .balance of the unocrupled
' - and urtentr0ced portions of aM power system, until such time that the Dlatrid takes possession.
.ID DEC 23'98 14:23 No.001 P.03
' SehWWed Date:' -, - �iqM T lay T$ F
IMPERIAL IRRIGATION DISTRICT
81- 00 Avenue 38 P.O, Box 1080 Lit Quints. CA 922M
- Phone: (760)•39&5872 or (760) 39$-5828
Fa:: (760) 398-5875 or (760) 391-5999
INSPECTION REPORT OF UNDER(;ItOUND/OVERHEAD ELECTRICAL FACH Ti'IES
An inspection/ meeting/ transformer lnstallation/ sweep/ mandrel of underground/ of electrical
facilities -was performed by Imperial Irrip�atton District as requested by:
Contact Person: Chris King Phone: l 164
Pager:
Company T. D. Desert Fat: 771-1841
Job Copy Attached
WORK ORDER NO. 5012158
_ CSP NO.�� Estimator RR
JOB SITE: Tract 27835 •Caritas 1'lta,e 2 (R�nchc� 'i,a Quinta)
SPECIAL. INSTRUCTIONS:
All undergroundloverhead tacilitiea mentioned above:
Have Been Installed ' ,_Are Operational
Are Complete ,(-NAVE PASSED INSPECTION
° Have Been Approved Pending In'tallation of Panel
`HAVE W—T PASSED INSPECTION due to the following deficiencies:
• . If you have questions or peed to schedule a re4tispection after deficiencies have been corrected,
Please contact Bobby (Construction) at (760)398-5872 or Carlos (Engineering) at (760)398-S828.
• For information about work order scheduling, please contact the Work Order Control
Coordinator (Susan) at (760) 399-5860.
ROIiERT MAttRUJO, ower la, ctor / Dara /
p° CARLOS LEGASPI, Power Inspector / Date
10ME W CON U
As a reminder, it if tha responslblltiy of the 07 mer(s), Developer(s) or Contractor to supply and maintain all
traemsary sq jeguardr and to ensure it so
�e working enviromwmt daring and der the constradlon and/or lnatallatlon of the underground pm!ver syts aK. It Es the Imperial Irrigation District's (Diurid's) ppolicy and energize only tleose portions of the system for tvltich a WkNen seniee request has been made andt �e upy
evension charges mid coRMUf fees hate been paid
wher, only Most ponlom ojthe system w4tich are aefually occupied and ens
qitzd by the I)Wrict be
FeUOsed from the OwRer's or Applicant's retpo tslbiWy, The pwrrer(s) or Developer() sba!l continr edeo be
raponsible fop the maintenance, r
qakg, safety, correetlo►e gil theligWo, the balance ojthe unoccupied
and unenergi=ed portions of the power sysren,, until such time that the District taker possession.
f
r
-e7�
COACHELLA VALLEY WATER DISTRICT
File No.
� W.O. Flo.
•
Insp No.
" Progress, l/ Final
" f TRACT INSPECTION REPORT
. Date — 19
Domestic Water, d/or Sanitation System for Tr t%No roject
77T,
LL4 -� C
Date of inspection 19U; `CVWD .Drawing No. �•�C. :
Type of inspection. `!Meters. _V"'Activated Final Other
Tested? Yes "
• _`�No _• Approved?�• Yes _ to _:. (If no. see remarks below.)
ti Disinfected? "Yes I/No Approved Yes �No _ '
PP (If' -no. see remarks
below.)
-Project' has ha s securit
Y Bales?
Yes-
Number 'Manned Card
Project has district well'site?- Yes � Number of well .sites
_ _
�F
r Block wall ,complete around district well site?'' Yes 1✓
As -built, completed?• Yes. ,No ,- ;
• (If no, see remarks below.) -
Abandonments -required by•Operations? :Yes _ No �+
Correction or a on to' be mode? Yes _ No
(If yes. see CVWD-131.>
' n / attached.),
Rem ks:�
d�
Inspected byc APProved by:
Construction Inspector Senior Inspector
Distribution:
Original - File
Copy -..Technical Services
K
COpy - Chief Draft cman
t OACIMLLA VALLEY WATER DISTRICT
File No. /.
+• -Insp .No.
iProgress Final '
rt TRACT INSPECTION REPORT
r
Date 19
9�.
Domestic,Wa er�and/o Sanitation System or, .Tract No:/Project -
Date 'of inspection % 9
191 . CVWDDrawin No:�
Type of,,inspection.; �letets. _ Activated Final Other
Tested? Yes _� _ Approved?" Yes.'
j (If no; .see remarks below.) F
l Disinfected?. Yes -No >'•
_ _ Approved? Yes No, (If no, see remarks
below.) * .
Project has sec" uri'ty'gates?'. Yes No Number; Fanned Card
Project:has district we ./ +
11 site? ..Yes No. Number of'well sites,
Block wall complete around district well site?" Yes No ,
' ' ��•, As -built completed? Yes No (If no ' ._ _ . `see remarks below.]
Abandonments re uired b ..
. , Q y :Operations•? Yes' No.
71. :•4
Corrections -.or additions to be made? Yes. No._. w(If yes; see CVWD-131.
Remark j attached.)
-
. �• •Ins ected . ;, • , '� r' ,
P bY' s Approved by:
' Construction Inspector l; Se ior,Inspec or
Dittri•bution:
Original , - .File
Copy, - Technical Services
-`COPS - Chief Draftsman Iv
CV�.'D-1829
Earth Systems Consultants
�� ; Consultants'Southern California
79-811 B'Country Club Drive
Bermuda Dunes, CA 92201 • (760) 345-1588
i
Client Name
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Client Phone _
DATE
JOB NO.
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FIELD REPORT
TECHNICIANS SIGNATURE
24604
Earth Systems Consultants
Southern California
79-811 B Country Club Drive • -
Bermuda Dunes, CA 92201 • (760) 345-1588
aient Name +
:lient Address
;lieni Phone
DATE
JOB NO.
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CLIENT REPRESENTATIVE . NATURE
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" TECHNICIANS. SIGNATURE
• 25762
Earth Systems, Consultants ^ '
Southern California -
79-8118 Country Club:Dnve,
Bermuda Dunes, CA 92201 • (760) 345.1588
liens Name
Aent Address '
t
aient Phone
DATE
'7/1y/1 r
JOB NO.
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PROJECT
LOCATION
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FIELD REPORT
CLIENT R&RES NTATIV GNATURE - ' TECHNICIANS SIGNATURE 24605
{ 7, -
1 -
Earth Systems -Consultants'
Southern California
79-811B Country Club Drive =
Bermuda Dunes, CA 92201 • (760) 345-1588
Client Name
1'
Client Address
Client Phone
DATE
JOB NO.
PROJECT
IL1'tnC�O
LOCATION
L ,c
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%
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REMARKS: eS + . 6 /0
CLIENT REPRESEN ATIVE SIGNA URE
F EL D RE ORT
TECHNICIANS SIGNATURE
24402
- Earth Systems Consultants
1t/ Southern California
79-811 B Country Club Drive
Bermuda Dunes, CA 92201 • (760) 345,1588
client Name
:;Iient Address
client Phone
DATE
JOB NO.
PROJECT
LOCATION
L
CONTRACTOR
OWNER
WEATHER
TEMP
Oat + AM
Oat PM
PRESENT AT SITE
TEST
NUMBER
�f!' ;� ��
LOT
NUMBER
ELEVATION
FIELD TESTING
REFERENCE CURVE
MOISTURE
CONTENT
%
DRY
DENSITY
Ibstcu. ft.
MAXIMUM
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%
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ft..
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110l7
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REMARKS: S" if vl O d
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CLIENT REPR NTATIVE 4NATURE
F
TECHNICIANS SIGNATURE
-25603
Earth Systems Consultants
Southern California
79-811 B Country Club Drive
Bermuda Dunes, CA 92201 • (760) 345-1588
Client Name
client Address
-�iient Phone
DATE
2a
JOB NO.
PRROpJ,,E,C^T
e 1, tt7 LA
as) Vtr- L
LOCATION
L-c�
CONTRACTOR
OWNER
—De�—'e4 ,
WEATHER
TEMP oat AM
oat PM
PRESENT AT SITE
TEST
NUMBER
A
NUMBER
ELEVATION
FIELD TESTING
REFERENCE CURVE
MOISTURE
CONTENT
DRY
DENSITY
Ibslcu. ft.
MAXIMUM
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DENSITY
%
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Ibslcu. ft.
OPTIMUM
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CONTENT
%
C
1133
j
REMARKS: ���cc� !� LjArx
CLIENT REPRESENTATIVE SIGNATURE
F ELD R ORT
TECHNICIANS SIGNATURE
2SS88
Earth Systems Consultants
�Itttt/ Southern California
79-811 B Country Club Drive
Bermuda Dunes, CA 92201 • (760) 345-1588
Client Name .
Client Address
Client Phone .
DATE
JOB NO.
PPOO,JEECT
1(:IJ� �-t�D
_
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LOCATION
CONTRACTOR
1
OWNER
WEATHER
TEMP oat AM
Oat PM
PRESENT AT SITE
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NUMBER
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LOT
NUMBER
ELEVATION
FIELD TESTING
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CONTENT
%
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DENSITY
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MAXIMUM
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%
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DENSITY
Ibs/cu. ft.
OPTIMUM
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CONTENT .
%
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REMARKS:
CLIENT REPR EN ATIVE JIGNATURE
-IMAM
TECHNICIANS SIGNATURE
24797
)A" Earth Systems Consultants
Southern California
79-811 B Country Club Drive -
Bermuda Dunes,,CA 92201 • (760) 345-1588
DATE
la- - - �y
JOB NO.
-159 '76 .
PROJECT
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LOCATION
,
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CLIENT REPRESENTATIVE SIGNATURE 77"
TECHNICIAN SIGNATURE
24782
Earth Systems Consultants
Southern California
79-811 B Country Club Drive
Bermuda Dunes, CA 92201 • (760) 345-.1588
;Iient Name
;lient Address
:liens Phone
DATE
q.
JOB NO.
OJECT
PP'4v��DC
LOCATION
(,' 0
CONTRACTOR
OWNER
WEATHER TEMP
oat AM
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PRESENT AT SITE
TEST
NUMBER
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NUMBER
ELEVATION
FIELD TESTING
REFERENCE CURVE
MOISTURE
CONTENT
% ,
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257.97. ,�
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Earth Systems Consultants
�� Southwest'
79-811 B Country' Club Drive
Bermuda Dunes, CA 92201 • (760) 345-1588
r
• Client Name
Client Address a
Client Phone
e
DATE
1.711blf.y
JOB NO.
PROJECT
I,
LOCATION
I,
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CONTRACTOR
OWNER
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TEMP oat AM
Oat PM
-PRESENT AT SITE
TEST
NUMBER
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NUMBER y
ELEVATION
FIELD TESTING
REFERENCE CURVE
Y
MOISTURE
CONTENT
DRY
DENSITY
Ibslcu. ft.
MAXIMUM
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DENSITY
Ibs/cu. ft.
OPTIMUM
MOISTURE
CONTENT
%
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REMARKS: Iz•1 p� S %7 —
FIELD REPORT
CLIENT REPRESENTATIVE SIGNATURE • . TECHNICIANS SIGNATURE
BD.FS-OU; (10198) N S. 0 3 2 7:
Earth Systems Consultants
I.SaFe Southwest
79-811 B Country Club Drive
Bermuda Dunes; CA 92201 • (760) 345.1588
DATE
JOB NO.
PROJECT
T•-cA 1 Z
LOCATION
CONTRACTOR
�w
-OWNER
"T L�.1ats
WEATHER
TEMP Oat AM
Oat PM
PRESENT AT SITE
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'REFERENCE CURVE
ON
MOISTURE
CONTENT
%
DRY
DENSITY
Ibs/cu. ft..
MAXIMUM
DRY
DENSITY
%
MAXIMUM
DRY
'DENSITY
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OPTIMUM
MOISTURE
CONTENT
%
13
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93
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FIELD REPORT
TECHNICIANS SIGNATURE
N° 0331..
• 1 • ,
Jan. 20 ' 99 13 : 30 ' - NJHTH0NPS0N FAX 7603450525 P. 1 1
17
1 JiI�® son on;sJnd-
.Hm�
'Gonerall Engineering Contractors; _
• ^ � , _ ' i l 1 ' �, ,' 179.607 COUNTRY C1,US DR., 6UITE 2
BERMUDA DUNES^ I �C))'' BEGi1V1U0A DUNES. CA t�2201 1126
z60 345 6003 i ti
TELEPHONE:( ) r .,
FAX; 760 345•0525
( )
Llcen9 e N0. 734478
t:
• s
+
F 1111l�IIIIIIt
' r y.., 1� 1•t•••INIY •1 •1 r
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• r�•«It.' 1 111� IN/°Nw11r=M M • y - _
' jjiiflt11111tNuiluilnittluN r, . � - + • .-
a tNN11MN11 Ila• , i i 1.
t AX
• COVER IE . • • r '•1. I•
oway-
tEarth 8*stams C®asultahts ,! t
Southwest `; - 59-91119 Country Club Drive'
1 ' Bwmuda Duane, CA 92201
' (760) 345-1588 • -
�' (800) 924.7015
j - FAX (760) 345-7315
January 14, 1,999 >
File No. ST-1396-P13
99-01-72.1
T. D, Desert Development
i
Post Office Box 1716
La Quints, California ,92253 -
Attention: Mr. Grady Sparks
Subject: Laboratory Test 'Results
Crushed Aggregate Base
Prolect: Rancho to Quints, Phase 12
L,aQuinta; California
This'report.prese'nts the results of a laboratory test performed on one sampl
of crushed aggregate
base.' The sample was obtained by our;personnel from the above mentioned
project site on January ,
141999, Per your.request the following test was performed;
1)'Sieve'Analysis (Cal Test 202)
The laboratory test results am'attached. We trust this meets your".current n
cds. If you have any
questions or need further assistance please contact us.
Respectfully Submitxed,
I '
EARTH SYSTEMS CONSULTANTS -.
Southwest
FES�gJO
13e,
y
Mark Houg ton
Craig
S.
OE 3a234
UP,V3101
Materials and Testing Supervisor
CE
8234.
- LetterJpc
�y+,
� OFoqu
`
Distribution: 2/T.D: DesembeveIopmerit
l /JH Thompson
1/BDFile
I /VTA File
f
I
�"
January 14, 1999 F' =2-
ile No. ST-1396-P13
W01-721
'. Summary' of Laboratory Test Results
SSP3VC 200-2.2
/ . Si1naled�ary ' 11..:1999
•
Sample, Location: Rancho La Quinta, Phases 12, Adjacent -to L.ot 21
A) Sleve. Afi0yjU - 3/4" Maximum,
Slevc , .
ercent
Specification
Specification
"
.'Size
Passiri `
Sec=264.02A ;
Co liance,
1,
100 .-100
3/4"
90-100
1n"
1 7g
318"
69
S040
#4
'63
35,55
#�
55
#16
43'. =.
#30
- 30
10-30 -
#50
#100.4200
�* Denotes = Doe 'Noi
Meet
EARTH SYST MS CONSULTANTS SOU7g{WMt
- Jan..20 '99 13:32 MJHTHOMPSON
FAX 7603450525 P. 2
�altl9 Systems Consultants
Southwest.,
79.911B Country Club Drive
.
Sumuds Dune®. CA 92201
(760} 345'1588
(800) 924-7015
FAX (760) 345-7313
January 14, 1999
File No. ST-1396-P 12
99-01-720
T.-D. Desert Development
Post Office Box 17 T6
La Quinta,.California 92253
Attention: Mr. -.Grady Sparks .,.. .
Subject: Laboratory Test Results
r.
Crushed Aggregate Base:
Project: Rancho. La' Qullata, Phaaes 15, 16, 17
U Quinta,. California
This report presents theresults-of a laboratory'test performed on one sample of Crushed. Aggregate
Base. • The sampple-was obtained by our personnel from
`11,
the above mentioned project site on
January1999. Per your request the following test -was performed;
1) Sieve Analysis (Cal Test 202)• ,
The laboratory test results are attached. We trust this meets your current needs. If you have., any
questions or need further assistance please contact.us.
Respectfully 'Submitted,
EARTH, SYSTEMS CONSULTANTS
Southwest
eao�E��c�
" Mark Houghton
'Craig S., ca 3szsa
txp 3/39/Ot
Materials and Testing Supervisor
CE`38234
L,etter/pc�
ofY1t
Distribution: ; 2/T,D. Desert Development
1/JH Thompson
1BD File
1 /VTA File
u
January 14,'1999 ��.
-2-.-
Fiie No.'ST-]396-P12
99=01.720
SSPWC
le I'Results.
.
200,, Z ?,
Sample Location: Rancho La QWnta;`Phases 15,16,17
A) days Analysis
- 3/411,Maximum,
:Sieve
Size'Passing
Percent
Specification':
"
Sification
Sec. 26.4.02A
:Cam liance
P
100
100
3l4"
9S
90-100 ,
82
.3/8" "
73
50-80
#4
68
33-55
# 6
47
#30
34 `
10-30
**
#50
21
#100
13
#200
7:5
2-9
*° Denotes = Docs Not Meet
;
EARTHSYY MS CONSULTAM'$SOIllEWEST
J e n . 20 - ' 99 13 : 33
rFRX 7603450525 ' P. 4
Z-
File No. ST-1396-P13
Janua ..15, 1999. •
99-01-722 ,
.Yaamat
cho La Quirita Tract 28640,Aent
.Sample Loca4ioe. Ran -
12' 1999
Lt :#2
djto o
•
A le i
Sieve Percent
.$ cafes�tion.,
SSPWC
Speotfication
Size Passin
Sea 200-2.2.2
Corn liana
.. 100 •
1112
100
1 ,100
3 4: 9 5
90.100
.
1/2" 74.
.
50-90
#4 5
35 S 5
,
, ,48
#8
#16, 38
27
10-30
3
#50 1 7
#100 11
#200
2-9
,
**Not Meet
Den otes -.Does
Sample Location: Rancho.La Quinta, Tract 28640, Adjacent'to Lot #38
p) 53ev,e - '
.
Specificatwn .'
.^
Sieve,Percent
S3pWC
Specification
'I Size.
'Passin
Sec 200-2.2,2..
Corn liarice
100
100
.
1„ .
100 < .;
3/4�+
95.
90.100
. 2 " .
11
,�
3
82
7 6
50-80
a
#4
71
35-55 .
a
#8�
60
#l6
030
48«
35.
10-30-
i50
22
: #100
#200
13:
8,0
2-9.
. *� Denotes - Does Not Meet
- EARTH SY5`!'Q:MS WNSmTAm SoU17iwW
20' 99 13:34 NJHTHOIl1P50N
. FAX ,7E03450525 P. .5 ,
1"anuary 1S, 1999
File No.-ST-1396-P13
k
99-01-122 ;
• .. t
`.
.,. AZl�CiL[ilar� .e6nrntnr
'Tgct.•Rpcill?c � ., ,�' - • -,
`
"
• a lgid`
[kiln— 1 1999
Sample ,d.O.eatlon: Rancho
L ' �
a �uinta, Tract
- � N •• }
28640, Adjacent to Lot 037
A) Sieve Angly.1"
Sieve
SPocification
F`
••
Size
Percent •
Passin
SSPWC , S
Sec 200-2.2.2 ppeeeification
'
1 1
100.
.I00
Com fiance
100-.
_
F,
..
UT-
91
70
90- too
.� .
55
50-80
#4
,
35-55 `
:a #8 '
'48
r
#16'
38
• #30
28,
I 0-30
f
#50
a:.
'
1oa
_
• 1I
, -
,
...
#200
6.4
..
2 9
-
-
s
'°
EARTH SYSTEMS COtVSIIITAM'3 301Tt1 iVVES7'. u K
.
JAB? -99 FR I 8 ; 05 AM MAT i CR COL T ON FAX NO.9093251 7,00` P. I
- Business Tel: (909) 825-9100 `
',. • • • Sales1Order:, (800) 10,-4975
t t Adm/Salas-Fax: (909) 824-23-0
Eng/Est Fax: (909) 825=1780
Fax
"c
Data: _ _ .Time: : A
'Company:_
fax Phone TM:"
From: ages: .
D'Frr Carew O ease Conimnt O pie*' ':_y ` D rl sa Ro�;e
PRIVACY NOTICE - TorJv for the is- o/ eha irw''v dual or endty to wb'ch it is, ,
aca�-_-srd to Ord r„ay con=, irrormadon.e'at is pr,n'l.-gsc� confider,�al'er exempt L- rri_dr� /csz� unc'er '
applicable Feeeral or State law 17'ie tracer of Phis message es'aoe thi intended rrcipren>, you ar hereby
noo`fiedtlateri�seminzdon, dsrr'be;:cnoreop�igcfthiscor:rnunicadonfssC'eJyprbhiblted
Uyou hart c-teive d this cor..r�uar'cscoo in u-vt; please aotvy us rmmediarely. ,'
1AAd= $-99 '•QI 8:061 AM 'Mp.T.ICH WI°TOIVy, FAX NO,. 9098251780`.:
a 4 t - • P_O, Box 50 000 ! `.
San Bernardino Phone: S'w' 428-9100
Callrornia 92412 f,K• FAX: 809.824.2380 a
46
.40
January ,7�,1999 If
L.
J H Thompson xF t ' .> •` �,
• P. O. • Rdx 1927 t" E y` '* Ms K` ► '
Indio, California.' 2201 r
' Attention:. Mr. Jackson Thompson"
Project:. Rancho La Quinta Development: Asphalt Paving:
We are submitting the following,information relative to the attached
AsphAlt�Concrete Nix Designs scheduled to be delivered to'the above
subject project. 'The_ MixPesigns.subrnitted are, %"Max Medium and 112
Max Medium A_ R*4000rfrom Huntway,Refining Company.;'We have attached,.
<`the two most
'recent independeeit test results of"the aggregate bin
gradati®ns from our fanning Piant. {. {
.
Matich Corporation wlll modify the Aggregate Bin Percentages of the '
- , a• n f
attached Mix`Design to inspire compliance with th® coirnbined-aggregate "
gradations specified,and'ait your direction'rriodify the liquid asphalt content
'•
-if you determine.that It is necessary: �• . r
c Werappreclate your:business and look:forwardao;servingiyour needs in:,,. `
the future.
w . FSincerely:..
Mati ;C'o.rp
oration ,. i- �• N .. f
f1 f, �,•
` vid Pend r rasa
o
f r , � � r • • ° f' . s .. t ._ .- f` a . _ + �
{ r .. • " -
JAN- 8-99 RRI 5:07 AM MAT ICF CUI,T0N FAX O 9098251780 p. 4
57P��,��'�-:
CONS ?UCTlON MATERIALS ENGINEERS
AW
TESTING & ,NSPECTION
Ronald P. Carducci; P.E.
Jerry Bland, R.C.I.
June 12, 19 98
Matich..Corporation
P.O. Box 50,000
San Bernardino,,, CA 92412
ATTN: Mr Roy Bartlett
RE: Route 38 in San Bernardino County Near Big Bear Lake
,From 2:6 km. East of Holcomb, Creek Bridge
to Mitc-hel1�08_-3587TO4
Contract o
08-SBd38 ~
_—,
Federal Aid Project AWPM-ACSTP-P038-(008)E
Asphalt Concrete Mix Design Banning
Dear .Roy:
At your, request, -CAL -WEST Consultants has performed the sampling,
testing and evaluation of•,material° from. your, Banning plant needed -
to recommend an asphalt concrete mix .design for°use on the
..referenced, project,.'
The aggregate sources are as follows:
Stockpile Source
3/4 Inch:Aggregate,`: Beaumont Concrete Company at Banning
1/2 Inch.'Aggregate Beaumont.Concrete Company at Banning
3/8 Inch Aggregate.' Beaumont Concrete Company at Banning
Sand Beaumont Concrete Company at Banning
Dust Stored -Fines from Dust Collector
Tho, surface abrasion test was ,performed by BTC Laboratories, Inc.
in, Ventura, California. The compaction, and stabilometer
determination: of all test .samples was performed by LOR
Geotechnical, Inc .in Riverside'; California. The Rf portion of
the Centrifuge Kerosene•Equivalent`test was`performed by
Rleinfelder; Inc.
CAL -WEST Consultants pe.rforned all other tests presented in this.
report -in our -,facility in :Grand Terrace,. California. This -also
includes the batching and mixing of all asphalt samples.
Presented'asl Exhibit 1• to_ this report is our recommended asphalt
concrete mix design.,
CAL -WEST Consultants
12210 MICHIGAN AVE. • SUITE 26 • GRAND TERRACE, CA 92313-5476,:
"Phone (909) 824-1777 • FAX (909) 783-3608
E-Mail :.engineer,Q cal-west.com
.A.N 8-99 FRI 8:08 AM �,MAT1CH CO�,'01ti ; FAX NO, 909$Z51.7M 14
ASPHALT CONCRETE MIX DESIGN
'
•� Recommended',for.Construction
:.
�'. P ``• Redlands Plant ,
{
` CA Test No. 367'
fi w
TYPE A= 19 tnta` MAXIMUM, 10DIUM. GRADING
TARGET-,
VALUE
i'SIEVE SIZE ..;SIEVE
SIZE r TARGET VALVES SPECIFICATIONS ,'.•
LIMITS
25
' 1" 'lOOi„ �- i. 1 :. • 100
100
19 mm
- 3/4" 98 _
93� 100
90 -- 100
12:5 tom.
1/2"
' 9`. 5 tom
• 7g
65 80
' 4:75mtio;
#4 '�.� 50 •43 _ 57;'•
49 - 54
2.36 mat
•i.
#8 x 38' 33 - 43
36 - 40
148 ,mtn
. #16 , 30 r f ., + ,
600 }�.
. #30• 21 17 25
18 21
300 +m
#50 13.
150 ptn ti
'#100 7 {�
75 }im_
4200 .t: 4^ r2 r- 6
3 - 8
a _
a
A
� f. • •
•
'
. � . 'SPECIFICATION ,-
'
+?
r+Parcent Oil,
�
4.5 �5.5 •`
' 1
��.
*Based on'weight'
of .dry aggregate. -
r
Use AR-4000-oil
by Huntway Refining Company with 1/2%.Pavebond Special
_..
antistrip.
.BATCHING INFORMATION",{
PERCENT USED BASED, ON •
SIZE". . WEIGHT OF AGGREGATES
Sand y -
39
"
:
.9 : 5 mm `, ., 32
4
19 'mm
t.
Duat 4
.;,
•_. �~ ASPHALTr CONCRETE' MIX, DESIGN
ROUTE`38 IN SAN BERNARDINO COUNTY•NEAR6 .
' BIG BEAR LAKE
'
!.
for Mat ich yCor oration
1
t `SDA
.
$: 06/12/98
9Cus:
J�8 i
280 164
CAL -WEST •Consultants. - , C_onsuldng Engineers
c
s
r
-
TEST NO. OAT[ RECEIVED
o8-AL'87Od ❑ DISTRIII ENGINEER ❑ MORDEPT.
��.Cu �O`n��Ta�o- CAEC.APvgOV � ❑ DIST. UI!'LS. ENGIRF,ER ❑ PAVEuEuT
ZSO • 1(04 5&& W I.JG DATE REPORTEO ❑ RESIDENT ENGINEER ❑ ACCOUNTING
REPORT OF TESTS ON ❑ copsrpucTAON ocvr. ❑ _
Type n l9 ►I++m C'/�+') Max. Mho.
IF CONTRACT USE CONTRACT ITEM
SOURCE
CHARGE
EXPENDITURE
A T
1 1
A 1
A 1 A
SPECIAL DESIGNATION
E WN N A►/LICA
ACTIVITY
OR OBJECT
AMOUNT
310 EAT, 6 GRAOE
202.3
217 S.E.
302 FILM STRAP
304.1 STAG.(CONTROL)
30C2 STAB. IOESIGNI
307 M.V.S.
308 sr. GR.
303 SWELL
311 MOIST.
303 CX.E
t7
IL
ATTACH FORM HMR T-101 HERE
W
W
T
O
J
m
a
1...
"Al
w
AS
pECE1Vm
PET.
CRV SNEO
AS USED
SFECIr_ C7
IURFACE
AREA
f1C70A!
luNSACE
AREA
MOISTURE VAPOR SUSCEPT
By VOL.
eY wT.
LIMITS
HOURS
SPECIE.
z
-SodW
NOTE:
ALi SURr ACC
AREA FAC In.
MUSE BE USED
IR (AI CVIAtInMS
MOIST. ABSORB.
1 1�A
STABILOME TER
.]V
1
�0
CC
WAIT. RATIO
S,O
O
D
Ei
�
0]
k
O
}
_
>
a
�'
U
-
7.
qg
b^I00
SP. GR_ BRAD.
Z•�8
Yi
$B
Kc.= 1, Kf= 1.2 Km= _Z
h
78
Z-
SPECIFIC GRAVITY AGGREGATE
U
2.7
AS RECEIVED F 2.703 C- Z.701
A
43-
1
1OC>
NET. CRUSHED F. C_
B
_
',}8
3)-I}3
4
ISJZ
ABRASION TESTS LOSS
SPEC Jr.
16
3
0
Z�
LOS ANCE IES-LOON Q
LOS ANGCLES-SOOR C�
tz
m
30
-yam
Z{
.��•
'4✓
14
Zq4
50
13
30
O
100
50
420
FILM STRIPPING
a
LL
(3
W
IL
N
200
4
Z-
160
(A0
CRUSHED PARTICLES
alruuEN
MEASURFAC7-Z.
SO FT•/L8.
I114 8 1-IA 9 COMB.g-8
SAND -EQUIVALENT VALUE= %� SPECIE =4R
SPECIMEN
A
B
C
O
E
RECOMMENOEO BITUMEN CONTENT .O
O
Q
z
W
F
m
/.
_
W
<
u
0
z)z
.
CIA00000048
In
z
-
Ai
- O
.z+ Q
O
-
o
00000
N
00
N
a1
/n
v
0
v
An
om
tl
<
=_z
F►
3
►W
-
3
3
W
ilAU,
o
>
>
w
K
u
LI
LI o
In >
TEMPEAATURE
WADING AS USED WAS OBTA(NED BY
COMBIN(NG SAMPLES AS FOLLOWS
M0157URE
%vOl:
TEST NO.
DESCRIPTION
817. GRADE -)*
L4000
&4=
QU}0
wf
BIT_ RATIO
-0
r
gW 1 �.
SP. GR. BRIO.
Z,'
Z•Q
Z 1�0
32
1►-1 Z
SPECIF. STABILOMETER
{S a,M
3-7 48
I•+ J
VOIDS
3- r_•0 4.7- Z
SPECI F. SWELL
REMA14KS:
0.0004
zuj
Sp6c a
u,
aT,4 Z alp 3 aw
5 Tile Z83 T-j-` a - -77 7r�*Alwt_
SPac& 57 mi,.l. 84 91 914
DO NOT REPORT THIS SIDE OF FORM EXCEPT'IN14EN COM131NATION GRADINGS ARE USED
iEST NO.
70
AND
GRADING ANALYSIS
0 REMARIPS
044. MIX
MOIST VAE
C. CRADE
TEST
BIN4
Bi" -3
[56W 7—
511�j
11;;STRUCTIONS
N YORO
F . GRADE
Has.
SIEVE
AS
AS
AS
-AS
AS
AS
AS
AS
COMBINED
SPECS.
-C.
'SOVkD
OURAOILOIT
SIZES
ACC,
USED
AEC.
USED
REC.
USED
RIC,
USED
DUST -mL�1mjr:*_
L.A.A.I.
SP. GA.
CLEARNESS
I E.
1.0
1CM0
t4o
PL6
32.0
33.0
100
100
(()C) 4
100
%
841
q-Z
LOO
1
00'
.0
too
&9.0
-915
93-190
too .4- 'go-loo
RETAINED
To? At
COWZ. TOT At.
SP EC.
1(-.'B
if)
OZI
It.(-
100
32-0
MCI
3-3.0
to(:) -4
WEIGHTS
PASSING
% PASSING
38
0-4
18
%-z
306
WO
190
78
IZ-84
too
-80
3 inch
_4�0_
2; inch
.4
4?_
0-40
Its
59
too
59.0
:50
43-rl
toO 4
49 - %4
'aSb
A35'
56
55.43
100 4-40
2 inch
16
6&1
zs.4
30-1
30
43.5
1"9
ZI
-17—zs
I] inch
so
Z2-Z
9-7
15
%-Z
100
9-q
3.8
7'
419. 8 2.9
I inch
zoo
.4.
IL
464$ 1.8
3-8
%
.3?_
.4
ii inch
Cenotiluge Kerosene E qu ivolent Value s: F
C _At)._.::....
i inch
Av.
Sp. Gr'
of Agg.
2.702,
Theoretical Bitumen Ratio fat Grad. 250 Situmon .... ... S.-I ..................%
Theocelical Bitumen Ratio for Grade ba16#C.CK;>...
Bioumen=
inch
WEIGHT SAMPLE TOW GRAMS
TEST No.
Na 4
No. 8
No. 16
No. 30--
140. 50
No. 100
4
No. 200
z
►BITUMEN
•
w
5 Micron
4—DUST
I Micron
Pass No. 4
TOTAL WEIGHT.
PREPARtO, BY
Ret, No. 4
DATE
TOTAL, SAMPLE
RATIO
WASN SAMPLE WT.
TEST By
DATE
GRAMS ASPHALT
GRAMS ASPHA1_7
�.:Iv -.'aG ; I. l:'l AM 1 4 T I iY ; , J�'I0!I :Ak i�± , a� h' � _ 1780
TENSILE STRENGTH.RATIO
AASHTO -T283
• 19 mm Maximum
Medium'Aephalt:,Concrete 0 5.0% oil with,;1/2%,Liquid"Ant
strip _
_ Banning Plant
GROUP I
DRY
SPECIMEN:.-
PERCENT ..
NUMBER SPECIFIC`GRAVITY AIR'VOIDS :: TENSILE
STRENGTH (PSI)'
2
2.330
6:9>
138.3 .,
2
2.322.
7.3. _
134.5
6
2.315
-_6
137.7
Average
2.322
7.3-'
136.8'
,GROUP IZ
WET '
4
2 "331,
6.'9
1;02: 6
S
2:310
7,7
-207.0
7
2.324.
•,7`2
107.2
Average '.'
2.322
7 3:
105.6-
SPEC.
Tensile Strength Ratio
105.6'
x."100 77% 70$ Kin.
o =
136.8
TENSILE.8TRENGT.H• RATIO '.
ROUTE ,3,8 IN SAN BERNARDINO COUNTY%,NEAR
BIG `BEAR LAKE
for Mat Ccr oration
nAza�
06'12 98
cats:
;oa. Rv�x`
CAL -WEST Cowultants
Cotssulting Engineers .
JA"•i- 8-99 FF1ti _8:1,4 AM MATICH'COLTON, 3AX NO 9098251180 P. 11 -
• '• ; •Ri ' k J � •,{. � 4- it • .' .. . ,
CONSTRUCTION MATERIALS ENGINEERS '
TESTING & INSPECTION
ar AlL
,' _ {• Ronald F. Carducci, P.E.
Jerry Bland, R,C.I. '
'April. 2, 1997
J.N. 280.147- }
>l Matich , Corporation
' P.O. ,'Box 509000,
San` Bernardino, ,CA .92412'
a ,ATTN: , Mr. Oscar Reads` ,
RE: Asphalt 'Concretes Mix Design s
• k i/,2 Inch' Max. Medium, Type.,A,-'AR''4000
Banning'Plant, ,
Dear Oscar: ,
As your request, we • have `prepared'' an _.asphalt concrete :nix design
in accordance with .the-Caltrans.requiremeiits-.-for 1/2 inch maximum
aggregate, medium`gradation;`Type.A material using AR`.4000 oil. '
.'This 1material was ,deliv(ired to our laboratory. on March' 17, 1997
by a representative.of:Matich Coiporationo A combined grading
`.. was calculated. based upon ;gradation analysis` -supplied with ..the "
samples.' Using the, combined''gradations, briquettes were
fabricated •at •various' oil contents, -cured, S, compacted and tested
ln'accordance with California .Test'No. 367: The- results of all, '
^our,,tests are presented on..Exhibit.l. Bated upon these test
results-, we recommend the .mix design. attached as, Exhibit 1.
If you have° any"Questions, ,please do not hesitate ^to contact this '
s office..
" Very truly y urs..
Ronald F`. Carducci;' P,.eE,•^ -;t'?e bpomo
IKaterials Engineer \\ P�
RFC: jhti99�`�aao=i�ra w �'
- Attachments r
CAL -WEST Consultants =
12210 MICHIGAN AVE. • SUITE 26 • GRAND TERRACE. CA 92313-5476 �. .
.Phone (909) 824-1777 FAX (909) 783-3608,
, �1'•• ._ i .R' A7.ii1.1'enn7n ... •Liln•^I ^^rnn► nnm r Y. •. .
lES(H0.
UAiI NIl11Tl.U�R1�`if
'
�_� DlsrRlu tnclac[A L� McRot►r.
rjo/1
G.QIJ
�d`� CAcc`�g AprflGVVE75d
`i
I_� also.w['as."161mccR [� •Avcu[N/
DATE Ri PORFID
❑ Rt IrOCN[ [Ni[RC [R ACCOVMfINi
❑ consimucim" Derr. ❑
REPORT OF TESTS ON
z
.110 SAT. • GRADE
300 sr. Co.
ME 1�� A A'400Q
711 flit_
swell
_
302 flit" STRIP
if$ 711 MOlfi.
{7
IF CONTRACT USE CONTRACT ITEM
SOURCE I
CHARGE
AFXPEMDI1bRC
304111AE. iCONIRO[)
_
I03CR•t
704.) f1A•,I01fIGN)
Sp ECIAL DESIGNATION ACTIVITY
A Cl301
AMOUNT
M.V.S.
IL
i
1 •
1 1 1
I
AS
•tr.
As USED
Speclr. (_j
SUM' *Ca
smvAcc
MOISTIIRE VAPOR S_USCEPT
COMINCO
/•.•Ilf
�l.
AREA
"OURS
�i
S►[G/.
Rtctivo
RT VOL.
RT WT.
sOUGnl
• 0
id
2
nO1R
I40151. AESORe.
1
1.4
ALL SgRr Act
AREA FACIORI
SCAGit OMCT[A
1
• MUSI BE USED
RIt. RAf10
/�
1/
i
V�J
le cAA to tAt rons
S►. CR. *RIG.
p
99
_
Kc= Ki= Kin
y
SPECIFIC GRAyITY AGGREGApTpE_
—
1/
1.0
AS Rt Ct1VID F Z• /_-�V/_Z t'�.�77
U
4
2
R[r. causnco F C-
0
4-7
Z—
416
1`
ABRASION TESTS 'b toss
SPICIF.
7
Los ANGELS-tOOR
30
Z4
14
Los ANCELtf-3004
SO
30
I00
SO
FILM STRIPPING
-
200
—8
160
CRUSIIEO PARTICLES
IItVMCN
s-ArACC
if 4 9$ 1-11 9gj COMB. $
MCA
SO TT./Li.
SAND tGV1VALENT VALUI = 8 SD^[CII
SPECIMEN
A
O
C
0
C.
NecommCNOCO bitumen C.Itm
ISM/CRA/UR[
GRAOING As USCO"WAS 061ARWO •T
COMDINING SAMPLES AS FOLLOWS
Molsru•t
EIT GRAD[
_
wf.
wBl.
lest NO.1.
DESCRIPTION_ —
Eli. Ratio
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