4253NOTE:.
With proper_validation
this -form constitutes an
encroachment permit
'PUBLIC
CITY OF LA QUINTA
APPLICATION FOR PERMIT
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: 10/5/04
Subdivision Improvement Permit — Class I II
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION 90' E. of Ave. Bermudas on the North side of Calle Tampico
and W/O Washington
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Uygrade existing overhead
line and inetallnnew 3-750 m= al. wire ACN in exist.
DESCRIPTION OF CONSTRUCTION Install one 40' vole and
one down euy. Install 3-750 MCH ACN (1 mile Anorox)
DIMENSION OF INSTALLATION OR REMOVALOne Milt AMMO -A.
See Plans
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL 13EGIN 9/20/04
APPROXIMATE TIME OF COMPLETION— 10/30/04
ESTIMATED CONSTRUCTION COST $ 165-000-00
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
Sketch (attach construction plans if appropriate)
cu .
In consideration of the granting of this permit, the applicant hereby agrees to:
1
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. 9
Signature rof�Applicant or Agent
(760) 398--5854
Imnerial Irrigation District Alfonso Rodrieuez 81-600 Ave 58 La Quinta (760)398-5818
Name of Applicant (please print) Business Address Telephone No.
Irby Construction Co. P.O. Box 1819 3ackson,MS 39215 (601) 960-7294
Name of Contractor and Job Foreman Business Address Telephone No.
163338
Contractor's License No.
Self -Insured
City Business License No.
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class II I
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
e i" 0
Inspection Fee $
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL
Receipt No.
$
Received by Date +
Recorded by
.; 4253
PERMIT VALIDATION
PERMIT NO. 4253
1p/5/U4
DATE APPROVED
EXPIRATION DATE 10/5/05
DATE, ISSUED ^�) - ! 7 /2 1
Administrative Authority
Telephone: (760) 777-7075
4J
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Date: /D- S- - O
rq �
Purpose of Construction: e-eli ''L"'Vc 0t/E�f/�AQ Lj 6-
A�N, /N-S746/ A&I&Z 3-7S9Mc.t4 .4L G IR—irAal /A/ EX/ST GNb•
Dimension of Installation or Removal: �� -' / M i tee 4 PP2olc .
(See,
Approximate Construction Start Date: at-? - a-O - O y
Approximate Construction Completion Date: aCT-- .30' - O q
Estimated Construction Cost: $
Estimated Construction Cost shall include the removal o all obstructions, materials, and debris, back -filling, compaction and
placing permanent resurfacing and or replacing improvements
Contact Name: 4t;FoNSo Phone Number: �760�,�Qg 511k
Name of Applicant: / MIZ�sfL /22��Ar�oN Dr�T�eicT
Applicant Address:' —
Applicant Telephone Number: 3 `i,f - gsz/
Name of Contractor: Now%/,P��f C4Ns'T�clGT�OlV CD
Contractor Address: ? D: � go, Irl q'7T M f . 3 9 a l S
Contractor Telephone Number: (o01) glop - Uqq
Contractor State License Number: / (i 3.539
Contractor City Business License Number:
► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4
Applicant or Contractor General Liability Insurance Company:
5E-L,1i= - /A1YYP_t%D
Applicant or Contractor General Liability Insurance Policy Number:
Office Use Only:
Inspection Fee:
M
� •_ _ _.,_
t
Permit Fee:
As -Built
Deposit:
Dust Control
Deposit:
Credit
Amount:
Tao
TOTAL FEE DUE:
Office Use Only:
Assigned Permit Number:
Approval Date:
Expiration
Date:
Issue
Date:
Administrative Authority:
i � 1
E
5P37
t City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 4253
The following shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way
ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission
from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved
surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving
during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or
cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains
shall be kept free of debris at all times for proper drainage.
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All
paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line
and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker
shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill.
DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the
responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for
the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time,
permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized
by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
permittee.
® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an
"R" value of not less than ( ** N/A **) and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch ('/d") to one foot (1').
❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (** N/A `*) feet shall
be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be two and a half inches (2 ''YV) of A.C. paving on (`* N/A **) of class (** N/A *' )
aggregate base.
® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet. (600') in all directions shall be assured and maintained at all
times.
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
Citv of La Quinta
® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand -or equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs.. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the placement of the temporary pavement exceed a five (5) day limit.
® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 4 ) inches of A.0 surfacing placed on a ( 6 )
inch ( crushed ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair.
❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon
completion of permanent repairs.
® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished
by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It
shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The
stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes
necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate
signs, flagmen and or barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or
equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method.
Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California,
dated January 1973.
PERMIT NO.4253
IID at Calle Tampico / Conduit & Poles / Between Washington & Eisenhower
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), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For Public
Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. Imperial Irrigation District is hereinafter referred to as "Permittee". As a public agency, the
Permittee is entitled to pay only direct expenses incurred by the City while administering tasks related to
the permit, in lieu of paying the standard encroachment permit fee adopted by the, City Council. City
staff and its contract staff will maintain monthly time and material ledgers of expenses incurred, and the
City will invoice the Permittee on a monthly basis for the accrued cost.
The "T&M" note, and the "TBD" note, that appear in the "FEE" section on the face of the permit
form, respectively mean "Time & Material" and "To Be Documented" and is a reference to the
direct expense method defined in the previous paragraph.
3. IID, shall be responsible for providing continuous dust and erosion control.
4. This permit or copy of it shall be on the work site for inspection during the actual work performed.
Work within 500 feet of a Desert Club Drive and any designated School Zone shall be performed
between the hours of 8 a.m. —1:30 p.m. Traffic control shall be set up after 8 a.m. and removed before
1:30 p.m.
6. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
7. The permittee is required to provide an informative message board (approved by the City Engineer)
informing the commuters using the affected roadways of possible traffic delays, time of construction,
and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior
to the start of traffic delays.
8. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the
work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of
equipment within one-half mile of human occupancy shall be performed only during the following time
periods:
October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays..
Special Conditions Page 1 of 5
PERMIT NO.4253
IID at Calle Tampico / Conduit & Poles / Between Washington & Eisenhower
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (ie any 4 lane street) before 8:00 a.m.
9. Work within 500 feet of'a signalized intersection shall be performed 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 County Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at
the intersection is to be altered in any way.
10. 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.
11. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
advance warning signs and traffic control shall be installed and maintained in accordance with Cal
Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control
plan shall be prepared in accordance with the WATCH Manual and submitted to the City for
review and approval one (1) week prior to starting any construction. It shall be the Permittee's
responsibility to appropriately detour and barricade all construction sites.
Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street
closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be
maintained at all times.
12. 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.
13. 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.
14. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within street rights -of -way shall conform to Section 306-1.3 of the latest edition of
the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified
herein.
Native material may be used'as backfill material provided that minimum compaction, achieved in the
manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water
densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's
responsibility to provide appropriate geotechnical supervision; testing, and inspection, onsite, at all
times during backfill operations.
Special Conditions Page 2 of 5
PERMIT NO.4253
IID at Calle Tampico / Conduit & Poles / Between Washington & Eisenhower
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such
material shall be removed to the limits directed by the Geotechnical Inspector and/or the City
Inspector and the resulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to or maintained at appropriate moisture content for
compaction. The appropriate moisture content range shall be established at the onset of the
project and ensured prior to use of the materials through progress testing on the stockpiles.
C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be tested at random depths at approximate three-foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth
of lift that can be compacted.
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project.
E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill, per 300 linear feet of open trench, at randomly selected locations within the open length
of trench.
F. The depth of the randomly selected compaction tests shall also be randomly selected except that
where multiple tests are required in a given length of trench, the tests shall be no closer than three
feet (vertically) from each other.
G. If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test
results shall be furnished to the City Inspector.
15. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if
within the existing travel way, at the end of every workday as directed by and to the satisfaction of the
City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that
which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight,
however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length,
open overnight at a point where construction will begin the next day, provided that this length of trench
is completely covered by steel plating.
Special Conditions Page 3 of 5
PERMIT NO.4253
III) at Calle Tampico / Conduit & Poles / Between Washington & Eisenhower
16. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
17. Access and egress to all local properties shall be maintained at all times.
18. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the completion
of the work. Permanent pavement replacement shall conform to the following conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than
existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed
miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard
Specifications for Public Works Construction. The replaced pavement and base material shall be
compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench.
Verify exact 'structural replacement section thicknesses with the City prior to installation.
C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium
asphalt concrete as the base course lift and a City approved %2" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000
asphalt concrete mix. The width of the cold milling area shall be as follows:
For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut
removal lines.
• For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to the lane line striping, whichever is greater.
For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of 1/4" max medium asphalt concrete shall be installed from saw -cut edge to
saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left
0.10' low in anticipation of grinding and capping.
Special Conditions Page 4 of 5
PERMIT NO.4253
IID at Calle Tampico / Conduit & Poles / Between Washington & Eisenhower
F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be
replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer.
Affected traffic signal loops shall be removed and replaced in kind. The finished pavement
surface shall be smooth, consistent, and shall conform to the surrounding grades.
19. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed
under this permit with an approved dust control treatment. Soil stabilization shall be done immediately
after completing the operation.
20. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City
has.designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets
not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a
restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants
permission to use the street to deliver street construction materials and/or equipment.
21. The City of La Quinta reserves the right to revoke, suspend or void this permit at anytime.
22. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages,
delay costs, costs or expenses in law or equity that may arise out of work under this permit.
23. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the
permittee shall postpone cutting the pavement until the intended third party has acquired a permit from
the City to perform the required restoration work.
Special Conditions Page 5 of 5
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NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) proved By Date spew! Limit
MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES , 45
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND ProadName
TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LAQUINTA REPRESENTATIVE. Install New Electric Cable In Existing Conduit
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN Potim Conti TmftContV ConMWr
ACCORDANCE WITH TRAFFIC CONTROL PLANS. Imperial Irrigation Dist. Tops N Barricades, Inc.
4. CONTRACTOR SHALL MAINTAIN AMINIMUM I2'TRAFFICLANE WIDTH ATALL TIMES.. Phone Prepmedsy 9aselonstendard
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. (800)852-TOPS Ron Fifield CALTRANS T-11
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORKING HOURS ONLY. AFTER ROAD IS CLEARED OF DEBRIS, THE LANE SHALL BE REOPEN. THE SHOULD Shoot NumWDate Permit Number
BE ONLY VEHICLES IN THE LANE CLOSURE TO PULL THE WIRE THROUGH EXISTING CONDUIT. I 1 1 of 4 9/30/04 To Be Issued on Approval
N
W E SCHOOL
C-18
s of Z
NO SCALE _ �\RUCf10
. ,
C-18
-18 a E SPRINGTIME WAY /ROAD
CONsfaucno
AHWASHINGTON ST.
coxsrnucno Q
AND � —
0
350 FT a RALPH'S SHOPPING 10 0 0 C.,e
CENTER 500 T 0 00 0 0ROAD
h C-20 (RT) 0 0 0 0 QONSTRUCAH Dn
Q OFFICE C ;� f\ I a 0 0 0
Aioxr urn
CLEF Cws® COMPLEX Coo ° h Taos®� �:" I 0 0 0
os® ' 4 W 600 FT I I> u a
----- _ — — 1;- ---- —��— 350 ITS 0- a 0 500 FT
o C+CSE� ,��o ooaaaao�f00000G
a a a-
771,
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F-
4%oaoao000 pp�po400000dpor =7 C= C=G= opCO>o 000r3o�4o0000000
—/ 0 0 0 0
CALLE TAMPICO Y o 0 04oj
SEE NOTE 7 500 FT
J C-18 O D 0 D
C•18
AL
`. Q n
---- CON61ROCn0 D a 17 U `RDAD �\
AND -� -� —¢ coN\ no,
AHFJID
DESERT CLUB 0 0 0 0
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) 0 0 0
MANUEL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES. D 0 0
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND
TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. Approved By Date, Speed Umit
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN 50
ACCORDANCE WITH TRAFFIC CONTROL PLANS. Pr4ewName
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM T BETWEEN THE EDGE OF CUT AND THE Install Electric Cable in Existing Conduit
NEAREST TRAFFIC LANE. PrheconDeaor lremcco^Dwcanuacmr
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. Imperial Irrigation Dist. Tops N Barricades, Inc.
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND, RETURNED TO By Based on Standard
NORMAL. UNLESS OTHER PERMISSION IS OBTAINED FROM THE CITY OF LA QUINTA, WORK HOURS SHALL BE 9 AM TO 3 PM SINCE THIS IS A MAJOR STREET WITH A SCHOOL. (800)852-TOPS Ron Fifield CALTRANS T-11
7. THIS SECTION IS TO BE INSTALLED BY THE TRENCHLESS METHOD. IT MAY NEED EXTRA DAYS OF CLOSURE BY ITSELF. ON THESE DAYS THE ARROW BOARD & TAPER Srew mnba Date Nm*Number
SHALL BE MOVED TO SEASONS WAY. ANOTHER C-20 RIGHT LANE CLOSED AHEAD SHALL BE ADDED AND SIGN SPACING SHALL CHANGE TO 500 FT. 2 of 4 9/30/04 To Be Issued on Approval
N
W E
NO SCALE I AVD. BERMUDAS DESERT CLUB DR.
I
i
KSL
PARKING LOTS
C-18
ROAD '
CoeeERUCnoi CIRCLE
K
350 FT
li
r
.J
�aL74a000aa��7C7 �C7 �� 00000 000 vC r�C� di�o oOCO6COOG4 oo oo0 odO G64or.
r�aa aoa00000 vvvva � ig�000 � � �� r��� cgs 000000 e�a0000G=cm=2
C-18
-20 (RI) C-M (RT) 600 FT RiGHf W1E ��
/ , MUST r 350 FT C-18 -,LANE
NREIRI � . r � \CLOSED
.mrartrwc� /
ROAD �CLOSEO- CU15E0 - Dorn \ rfJ1
B1RUCi10 µhp \Sp CONSIRUCRO -
SIIFAD � \ L U
I
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS)
MANUEL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES.
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND
TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN
ACCORDANCE WITH TRAFFIC CONTROL PLANS.
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES. .
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND,
RETURNED TO NORMAL. UNLESS OTHER PERMISSION IS OBTAINED FROM THE CITY OF LA QUINTA, WORK HOURS SHALL BE 9 AM TO 3 PM SINCE THIS IS A MAJOR
STREET WITH A SCHOOL AND TRAFFIC SIGNALS.
7. THIS LANE CLOSURE WILL MOST LIKELY BE IMPLEMENTED AT THE SAME TIME AS PAGE 2 AND 4.
p Q?QpGo==OG4
CDC == a•aa C Ga C Oa•G O 2=C
CAALE TAMPICO
50
Install Electric Cable in Existing Conduit
Pdrne Contractor Traffic control cai c"'
Imperial Irrigation Dist. Tops N Barricades, Inc.
Phone Prepared By Based on Standard
(800)852-TOPS Ron Fifield CALTRANS T-11
Sheet NumberDate Permit Number
3 of 4 9/30/04 To Be Issued on Approval
C•18
ROADN
coNHEAD w $ C-18
\NFAD
S ROAD �`, C-20 (RT) C-18
NO SCALE `:"AHEAD C-20 (RT) ,^
//RIOM IANF\ CONSTRUCflO
<�GOSED� FIONr LANECLOSED
AHEAD
ENB10
\EAD
�.
R.I r'
CIRCLE
0 '
600 FT
M 500 FT
_ _ _
------------------- ----
4. at. l F4 .4 .4v4v4.4-4- Z. 4.1&, a a a a 2o
` `q* —�— — —
aaooavvaca�.�oo 000e00000 o�aoaa0000000e ��v evvvvovoo�000voovvvooQ
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1 ; �
0' 0 W C-18
C-18
AD
0 1 HSTRUCTIO 5 'CONSIRUC710 I
\AHEAD I \ANFAD I C-18
,C NCTI
ROAD
\ Z Lf
+ :.AHEAD.I, 4
\� 5 AS TRUCTIO
AMMU
EISENHOWER DR. a
AVID. BERMUD
NO ES• 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) Aproved By WE, Speed Lhnb
MANUEL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES. 50
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND project Nam
TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LAQUINTA REPRESENTATIVE. Install Electric Cable in Existing Conduit
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN Prim Cwha Dr Taft c-w w't-=r
ACCORDANCE WITH TRAFFIC CONTROL PLANS. Imperial Irrigation Dist. Tops N Barricades, Inc.
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 17 TRAFFIC LANE WIDTH AT ALL TIMES.
By Based on Standard
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 00 852-TOPS Ron Fifield CALTRANS T-11
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND,
RETURNED TO NORMAL. UNLESS OTHER PERMISSION IS OBTAINED FROM THE CITY OF LA QUINTA, WORK HOURS SHALL BE 9AM TO 3 PM SINCE THIS IS ShM NumberData PermicNumber
AMAJOR STREET WITHASCHOOL AND TRAFFIC SIGNALS, 4 of 4 9/30/04 To Be Issued on Approval
r '
DAILY CONSTRUCTION
REPORT
DATE,03—fly —0'5'
S M T J�JTH
DAY
T WEATHER
Project .D. 6,�,'�( le
Job No. .53 TEMPERATURE
Client
Contractor WIND
Project Mgr
HUMIDITY
Brite
Clear
Overcast
Rain
Snow
To 32
32-50
50-70
70-85
85 up
Still
Moder
High
Report No.
Dry
Moder
Humid
AVERAGE FIELD FORCE
Name of Contractor
Non -Manual
Manual
Remarks
/
VISITORS
Time
Representing
Representing
Remarks
_ W
M Ire
CONSTRUCTION ACTIVITIEFAM
FAWWAMM
RNM
cp - ftv
Distribution: 1. Project Manager
2. Field Office
3. File
4. Client
F:\pwdept\staff\fuller\inspections\DailyConst
Page I of Pages
By: Title Inspector
Project III Z
Job No.
Client
Contractor 1 ��
Project Mgr
DAILY CONSTRUCTION
REPORT
WEATHER
TEMPERATURE
WIND
HUMIDITY
DATE
S M T W TH F S
DAY
Brite
Clear
Overcast
Rain
Snow
To 32
32-50
50-70
70-85
85 up
Still
Moder
High
Report No.
Dry
Moder
Humid
FORCE
FAVERAGELD
ame of Contractor
�;P
Non -Manual
Manual
8
Remarks
VISITORS
Time
Representing
Representing
Remarks
72 MAW
CONSTRUCTION
OfficeAll
Distribution: 1. Project Mana
2. Field
3. File
4. Client
By: -- --.
Page I of Pages
Title Inspector
F:\pwdept\staft\fuller\inspections\DailyConst
r
DAILY CONSTRUCTION
REPORT
DATE O3 (jc O5�
S I M I T I W ITHIkM
DAY
�—' WEATHER
Project .,�.
Job No. 3 TEMPERATURE
Client
Contractor J WIND
Project Mgr
HUMIDITY
Brite
Clear
Overcast
Rain
Snow
To 32
32-50
50-770
70-85
85 up
Still
Moder
High
Report No.
Dry
IModer
Humid
AVERAGE FIELD FORCE
Name of Contractor
Non -Manual
Manual
Remarks
VISITORS
Time
Representing
Representing
Remarks
EQUIPMENT
//,w
11 1
CONSTRUCTION
Distribution: 1. Project Manager
2. Field Office
3. File
4. Client
F:\pwdept\staff\fullerXinspections\DailyConst
Page I of Pages
By: _ Title Inspector
03/08/2005 TUE 16:04 FAX 760 777 7155 City of La Quinta Pub.Wk
[a 0 01
+ TX REPORTa�
TRANSMISSION OR
JOB NO. 2456
DESTINATION ADDRESS 93985896
PSWD/SUBADDRESS
DESTINATION ID
ST. TIME 03/08 16:03
USAGE T 00'52
PGS. 2
RESULT OR'
T 0
-&�p .4
lGv
Public WorkvEngineering Department
78-495 Cane Tampico
La Quinta, CA 92253
(760) 777-7075
'FAX (760) 777--7155
FACSD41LE TRANSMITX'Ar,
To: D�trY1 FAX No:
i!
Di � rJ Page I of
Comments:
T4ht 4 4Q"
Public Works/Engineering Department
78-495 Calle Tampico
La Quinta, CA 92253
(760) 777-7075
'FAX (760) 777-7155
FACSIMILE TRANSMITTAL
To: FAX No:
r
From: FAX No. (760) 777-7155
�
Date: 3- bp - ® Page 1 of
Comments:
If you did not receive all pages of this document, please call (760) 777- 70-7r
MAILING ADDRESS
P.O. BOX 1504 LA QUINTA, CALIFORNIA 92247-1504
T:\P W DEPT�DOCS\FORMS\FAXCO V R 1. WPD
03/08/05 06.:56 PH EST Hughes Supply Inc.
Page 1 of 2 #1259882
c
Hughes Supply, Inc.
86-045 AVENUE 52
COACHELLA VALLEY, CA 92236
Branch # 7156
UUGHES
**-Fax **** Fax **** Fax **** Fax **** Fax **** Fax **** Fax **** Fax **
To : HARVEY
Fax# : 1-760-777-7155
From : John Watkins
Message .
MATERIAL QUOTATION AS REQUESTED FOR 18" SDR35 PIPE AND A FERNCO REPAIR
COUPLING. THE PIPE IS 20' LENGTH BELL AND SPIGOT. THE COUPLING IS A RUBBER
BODY TYPE WITH STAINLESS STEEL WORM GEAR CLAMPS ON EACH END.
THANK YOU FOR THE OPPORTUNITY TO QUOTE AND WE LOOK FORWARD TO SERVING YOU.
JOHN WATKINS
BRANCH MANAGER
760-398-4422
** Fax **** Fax **** Fax **** Fax **** Fax **** Fax **** Fax **** Fax **
•
I t,
IMPERIAL IRRIGATION DISTRICT
FAX (760 398-5896
� C
bltownsend@ iid.com
BRUCE L. TOWNS -END
olr wEa
PROJECT MANAGER
OPERATIONAL RESOURCES DEPARTMENT I
OPERATING HEADQUARTERS
333 E. BARIONI BLVD. OFFICE
P.O. BOX 937 81-600 AVENUE 58
IMPERIAL, CA 92251 LA QUINTA, CA 92253 j
�a� �e sa�r�. �t�. a� J-a� �.�rn /✓l�e�ti ��csee
L�aeP.e2 yc���ad� .�oevael- �aZ ITIc lti�o fo
PREPARED
03/10/2005,
8:07:50
ACCOUNT
ACTIVITY LISTING
PAGE 1
PROGRAM
GM360L
ACCOUNTING
PERIOD 08/2005
CITY OF
LA QUINTA,
CALIFORNIA
------------------------------------------------------------------------------------------------------------------------------------
GROUP
PO ACCTG
----TRANSACTION----
YTD/CURRENT
YTD/CURRENT
TRANSACTION
CURRENT
NBR NBR PER.
-------------------------------------------------------------------------
CD DATE
NUMBER
DESCRIPTION
ESTIM/APPROP
— ---------------------------------------------------------
ENCUMBRANCE
AMOUNT
BALANCE
FUND 601
SILVER'ROCK RESORT
-
601-0000-451.33-74
Contract Services / Maintenance
771,473
.00
100,040.71
671,432.29
2462
08/05
AJ
02/28/05
JE
08-019
2/14/05 WIRE-LANDM
63,004.89
2376
08/05
BA
02/28/05
BA
2-05
MID -YEAR ADJUSTMEN
57,721
'
2012
07/05
AJ
O1/31/05
AJE 07-002
RECLASS LANDMARK G
3,673.14
2197
07/05
AJ
O1/31/05
JE
07-024
1/13/05 WIRE/LNDMA
302.93
2201
07/05
AJ
O1/31/05
JE
07-031
1/31/05 WIRE/LNDMA
2,598.18
1823
06/05
AJ
12/31/04
JE
06-010
LANDMARK GOLF 12/1
472.87
1868
06/05
AJ
12/31/04
JE
06-024
12/22 WIRE LANDMAR
7,355.80
1868
06/05
AJ
12/31/04
JE
06-024
12/28 WIRE LANDMAR
3,585.56
1495
05/05
AJ
11/30/04
JE
05-010
LANDMARK EXP THRU
5,409.65
1582
05/05
AJ
11/30/04
JE
05-016
11/30 WIRE/LANDMAR
4,109.90
1182
04/05
AJ
10/31/04
JE
04-014
10/15 WIRE/LNDMRK
2,960.07
681
03/05
AJ
09/30/04
JE
03-002
9/14 WIRE/LNDMRK G
4,884.75
805
03/05
AJ
09/30/04
JE
03-011
9/27 WIRE/LNDMRK G
1,682.97
369
01/05
BA
07/31/04
BA
7-2
ADJ FOR SLVRROCK A
9,381-
'
ACCOUNT TOTAL
771,473
.00
100,040.71
671,432.29
FUND TOTAL
771,473
.00
100,040.71
671,432.29
GRAND TOTAL
771.473
00 100,040.71
671,432.29
( olk,
14 ��
4:k� rz--
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DAILY CONSTRUCTION
REPORT
DATE �� • d7 S
S I M I T I W I TH I F S
DAY
WEATHER
Project a -
Job No. 3 TEMPERATURE
Client
Contractor WIND
Project Mgr
HUMIDITY
Brite
Clear
Overcast
Rain
Snow
To 32
32-50
50-70
7 0- 8
85 up
Still
Moder
High
Report No.
Dry
Moder
Humid
FORCE
7AVERAGEELD
Name of Contractor
Non -Manual
Manual
Remarks
VISITORS
Time
Representing
Representing
Remarks
EQUIPMENT
// A VffA VZ&- M V,0
CONSTRUCTION
MAP —
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F:\pwdept\staft\fuller\inspections\DailyConst
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Page l of Pages
By: Z, Ly--CeTitle Inspector
03/00/05 06:56 PH EST Hughes Supply Inc. Page 2 of 2 #125.9882
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#7156 COACHELLA VALLEY W& S HSI **
HUGHES SUPPLY INC
Q U O.T A T .I O NGHES **
86-045 AVENUE
52
S114311466
COACHELLA CA
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18:56:10EST 03/08/05
760-398-4422
Fax
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Page # 1 of 1
Sold To: 350062
Ship To: 350065
ALL BIDDERS
ALL BIDDERS -
COACHELLA
SAN MARCOS, CA
92069
COACHELLA, CA-92236
HARVEY MIEM
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John Watkins
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Special****************************************************************
Instructions
*
***CITY OF LA QUINTA***
*
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17.624
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THIS IS A QUOTATION
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#7156 COACHELLA VALLEY W.& S HSI
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Sold To: 540258
CITY OF LA QUINTA
78-495 CALLE TAMPICO
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401 4
* * The If of 1 ow
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Order #: S114311466.001
Printed: 17:10:42EST 03/14/05
Page # : 1 of 1
Ship To: 540258
CITY OF LA QUINTA
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**CITY OF LA QUINTA***
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<** 40 Tagged to T100525849 **>>
LIVER 3-14-05 TO:
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ERN 1056-1818 18 X 18IN COUPLING
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TERMS AND CONDITIONS / MSDS INFORMATION ON REVERSE
UUGHES
Bran ch
#7156 COACHELLA VALLEY W & S HSI
HUGHES SUPPLY INC
COACHELLA CA 92236
760-398-4422 Fax 760-398-4402
Sold To: 540258
CITY OF LA QUINTA
78-495 CALLE TAMPICO
LA QUINTA, CA 92253
** S H I P T I C K E.T **
Order #: S114311466.002
Printed: 13:56:07EST 03/15/05
Page # : 1 of 1
Ship To: 540258
CITY -OF LA QUINTA
78=495 CALLE TAMPICO
LA QUINTA, CA 92253
**CITY OF LA QUINTA***
**STORM DRAIN PIPE***
ERN 1056-1818 18.X 18IN COUPLING
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<** 1 Tagged to P101687619 **>>
ELIVER 3-14-05 TO:
ALLE TAMPICO & SEASONS WAY
EST OF WASHINGTON ON TAMPICO
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12.31
TERMS AND CONDITIONS / MSDS INFORMATION ON REVERSE
DAILY CONSTRUCTION
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Project WEATHER
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Job No. •e,� 3 ' TEMPERATURE
Client
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DAILY CONSTRUCTION
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DAILY CONSTRUCTION
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Name of Contractor
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I
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