5117Finance Revenue Code E-1
`� 2006
� F j.UN 2
ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION CITY OF LAQUINTA
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public
works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS.
Subdivision Improvement Permit - Class III
Minor Improvement Permit Class IV
DATE:June 26, 2006
LOCATION OF CONSTRUCTION (Street address or Description): Washington Park PM 30903; Simon Drive Rehabilitation
PURPOSE OF CONSTRUCTION: Street improvement
DESCRIPTION OF CONSTRUCTION: See PSN 05101
DIMENSION OFINSTALLATION OR REMOVAL: See PSN 05101 .7 /_ '7/7106
APPROXIMATE TIME WHEN WORK WILL BEGIN: !@#88+ TIME OF COMPLETION:6/30/06
ESTIMATED CONSTRUCTION COST: $73,553.00 (Including removal of all obstruction, materials, and debris, backfilling,
compaction and placing permanent resurfacing and/or replacing improvements) ENTERED
COMMENTS:
In consideration of the granting of this permit, the applicant -hereby agrees to:
C.
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 at (760) 777-
7075.
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 wor
Signature of Applicant or Agent
Washington 111, Ltd. - Bill Sanchez 80-618 Declaration Ave. Indio CA 92201 (760) 342-2674 (760) 485-5308
Name of Applicant (please print) Business Address Telephone No.
Dateland Construction Co., Inc. 50-305 Hwy 111 Coachella CA 92236 (760) 398-5544
Name of Contractor and Job Foreman Business Address Telephone No.
396698 00031
Contractor's License No. City Business License No.
James River Insurance Company 000080681
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit - Class III
Minor Improvement Permit - Class IV
Inspection Fee
Permit Fee
As -Built Deposit
Cash Deposit -Surety Bond,
if required
TOTAL
S 2, 210.00
$100.00
$ (1,000.00)
$
$3,310.00
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
See attached schedule
PERMIT NO.5117
DATE APPROVED: — 6_0b
EXPIR%IOI`ATE: �Z6-0
BY: \ �}}��
Administrative Authority
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PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Date: �-
�No:._9Og0,3 Project Name:
Vicinity: 9,iesa"
Purpose of Construction (Ex: Rough Grading, Offsite Street etc:)
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Description of Construction (Ex: See Plan Set No. 01234)
Dimension of Installation or Removal: SCc ? 51 OSI O l
Approximate Construction Start Date: z:e
Approximate Construction Completion Date: -c�(s A, j� .� z� }� ;�,� 3u} 2 "
Estimated Construction Cost: $ 7s 4 V 9 •- l°17 _ ? 5 • . 9,)
Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and
placing permanent. resurfacing and or replacing improvements
Contact Name: %S!Z( - S4.v�le Z Phone Number:
Name of Applicant/Owner: W4skire.7dk G?r%
Applicant Address: eecA;-e Kd.� CA SZza(
Applicant Telephone Number:
Name of Contractor:
Contractor Address: _ o 22 Sk
Contractor Telephone Number: 349 -- SStiY
Contractor State License Number: 35�6 5'B
Contractor City Business License Number: o h F;/e O 06'3/
► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -
Applicant or Contractor General Liability Insurance Company:
sba—r, y
Applicant or Contractor General Liability Insurance Policy Number:
Office Use Only:
Inspection Fee:
I
Permit Fee:
As -Built
Deposit: (
r✓J V .. l O
Dust Control
Deposit:
Credit
:•Amount. -------
Office Use Only:
Assigned Permit Number. 5- I
Approval Date: J
Expiration
Date:
Issue
Date:
TOTAL FEE DUE:
TWT
ab(to
P.O. Box 1504
LA QUINTA, CALIFORNIA 92247-1504
78-495 CALLE TAMPICO (760) 777-7000
LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101
June 19, 2006 VIA FACSIMILE (760) 342-4046
Bill Sanchez
Washington 1 1 1, LTD
78365 Hwy 11 1,. No. 351
La Quinta, CA 92253
Dear Mr. Sanchez:
have received your request for- permission to work outside of the
construction hours established by La Quinta Municipal Code Section
6.08.050, at Simon Drive.
Exception 2 of the above -mentioned code section allows the issuance of
an early work permit under certain specific conditions.
In an effort to avoid inconveniencing the existing businesses that
surround this location and to provide safe access and egress for the
public as. well as offering safe conditions to the underground workers, an
early work permit is hereby granted under the "long process material"
provision of the exception, subject to the following conditions:
1. This permit is only valid for work performed from June 27, 2006 to
June 28, 2006 and from June 29, 2006 to June 30, 2006.
2. Early work hours shall not begin before 7:00 p.m. nor' continue later
than 5:00 a.m. All lanes shall be opened no later than 6:00 a.m.
3. The work allowed under this early work permit is limited to street
improvements for Simon Drive.
4. This permit shall be revoked upon receipt by the Public Works
Department of any citizen complaint of construction noise occurring
during the extended hours granted by this early work permit, or upon
violation of any condition of this early work permit.
All work not specifically included in.the terms of this early work permit
shall be performed only during Code -established construction hours or by
a separately issued early work permit.
Sincerely,
Thomas P. Genovese
City -Manager
c: Timothy R. Jonasson, Public Works Director/City Engineer
Danny Escalona,.Construction Manager
Tract Map Folder 30903, .File V
I
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City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 5117
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 (%") 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
Fine and the existing road paving shall be two and a half inches (2 %") of A.C. paving on ("" N/A ") of class (" N/A " )
aggregate base.
® R9 SIGHT CLEARANCE: Sight. Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
City of La Quinta
® R11
COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
® R12
SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
® R13
PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) .Excavation material shall be placed in such a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
® R14
LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
® R15
BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
❑ R16
BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (T) 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 ( " N/A " ) inches of A.0 surfacing placed on
a ( " N/A ") inch ('• N/A " ) 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.5117
Washington Park at Simon Drive/Simon Drive Rehab/Parcel No. 30903
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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
3. Washington 111, Ltd (Contact Bill Sanchez at 342-2674 or 485-5308), hereinafter referred to as
"Permittee", shall be responsible for providing continuous dust and erosion control.
4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
5. 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 Ist 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.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (ie any 4 lane street) neither before 8:30 a.m. nor after 4:30 p.m.
6. Approved night work is permitted (see letter signed by City Manager. Daylight hours per City Engineer.
The ,Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (951) 955-
6894 if signal operation at the intersection is to be altered in any way.
7. 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.
1
special Conditions Page l of 6
PERMIT NO.5117
Washington Park at Simon Drive/Simon Drive Rehab/Parcel No. 30903
8. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to
start of construction, a letter from any owners of the driveways/access ways that will be closed down
due to the construction.'The letter must be approved by the city and at minimum state from the owner
the following:
A. Approval of the construction
B. Plan identification
C. Time Frame of Closure
D. Alternative Routes
9. The permittee shall place temporary no parking signs along the parking area affected by the
construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and
removed immediately after the construction completion date.
10. 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.
11. 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.
12. , 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.
13. The issuance of this permit and the City approval of the related construction improvement plans do not
provide a vested entitlement for all design parameters that may have been utilized for the plans. As such,
plans approved for this permit may be "at risk" for further modifications as it relates to any follow up
improvement plan requirements as required by the city or existing errors& omissions by the architect or
engineer of record.
Special Conditions Page 2 of 6
PERMIT NO.5117
Washington Park at Simon Drive/Simon Drive Rehab/Parcel No. 30903
14. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start
of construction, the name of the City approved contractor, who shall submit to the City the following items:
a. General Liability Insurance Company and Policy Number
b. City Business License
c. Contractors State License Number
15. The permittee shall not encroach upon private property without prior written approval (submit to the Public
Works Department, attention to the Associate Engineer) of the private land owner whom is being
encroached upon.
16. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall
call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a
preconstruction meeting with the City Inspection staff.
17. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall
inform the City (Inspection staff or 777-7089) of the name and location of the certified dump site.
18. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the
'Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or
parking on the paved R/W.
19. The permittee is required to provide an informative message board (approved by the City Engineer)
informing the commuters using the affected roadways of
a. Possible traffic delays
b. Time of construction
c. Alternate routes.
The message board shall be provided for the commuters 48 hours prior to the start of traffic delays, and
the entire message should be readable at the posted speed limit.
20. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition
of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified
herein.
Native material may be used as backfill material provided that minimum compaction, achieved in the
manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water
densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's
responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all
times during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such
material shall be removed to the limits directed by the Geotechnical Inspector and/or the City
Inspector and the resulting excavation backfilled with pipe bedding material.
Special Conditions Page 3 of 6
PERMIT NO.5117
Washington Park at Simon Drive/Simon Drive Rehab/Parcel No. 30903
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 Aest
results shall be furnished to the City Inspector.
21. 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.
22. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
23. Access and egress to all local properties shall be maintained at all times.
Special Conditions Page 4 of 6
PERMIT NO.5117
Washington Park at Simon Drive/Simon Drive Rehab/Parcel No. 30903
24. 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/" 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 3/" max medium asphalt concrete shall be installed from saw -cut edge to
saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left
0.10' low in anticipation of grinding and capping.
F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be
replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer.
Affected traffic* signal loops shall be removed and replaced in kind. The finished pavement
surface shall be smooth, consistent, and shall conform to the surrounding grades.
Special Conditions Page 5 of 6 .
PERMIT NO.5117
Washington Park at Simon Drive/Simon Drive Rehab/Parcel 'No. 30903
25. 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.
26. Pursuant to Chapter 12.56.of the La Quints Municipal Code (Ordinance 10 § 1 (part), 1.982) 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.
27. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
28. 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.
29. 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 6 of 6
Perw. •``
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CLOSED AT -LEAST 24 HOURS IN
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TRADER JOE'S
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) AND THE CALIFORNIA
SUPPLEMENT.
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.
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 POST SIGNS AT LEAST 48 HOURS IN ADVANCE TO NOTIFY THE TRAFFIC OF THE CLOSURE & WORK. THE CONTRACTOR SHALL NOTIFY ALL THE AFFECTED
BUSINESSES AT LEAST 48 HOURS IN ADVANCE OF THE CLOSURES SO THEY CAN SCHEDULE THE DELIVERIES. BUSINESSES SHOULD BE CLOSED DURING WORK HOURS..
5. •ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
6. THIS TRAFFIC CONTROL WILL BE IN PLACE DURING NIGHTTIME HOURS. ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH
FLAS4iING LIGHTS. IT WILL PROBABLY TAKE 3 NIGHTS TO DO THIS WORK. A ROW OF DELINEATORS MANY BE NECESSARY TO REPLACE CENTERLINE TILL PAVEMENT IS REPLACED.
TRAFFIC CONTROL TO COLD MILL
& INSTALL A. C. OVERLAY
45
Street Improvements for Washington Retail Park
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Washington 111, LTD. Tops N Barricades, Inc.
Phone pip gy Based on Standard
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RETAIL CENTER
TRAFFIC CONTROL TO COLD MILL
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) AND THE CALIFORNIA INSTALL . C. OVERLAY
SUPPLEMENT.
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED, ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND Approved By pate Spew 45n
TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. PrgedName
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC Street Improvements for Washington Retail Park
CONTROL PLANS. Pflmnmm MEM-n9co"Mr
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 11' (12' TYP) TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC. Washington 111, LTD. Tops N Barricades, Inc.
IF THERE IS NOT ENOUGH ROOM TO WORK IN THEN MAYBE BUILDING HALF THE MEDIAN AT A TIME USING SHEET 2 & 3 SHOULD BE CONSIDER BY THE CONTRACTOR. Phane ReparedBY Basedonstaiwaii
5, ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. (800)852-TOPS Ron Fifield WATCH pg.36
6. THIS TRAFFIC CONTROL WILL PROBABLY BE IN PLACE DURING DAYLIGHT HOURS ONLY 1DAY FOR MILLING, REMOVED FOR OVERNIGHT WITH BUMP & UNEVEN PAVEMENT SIGN ON Shoot Nwnbw Date PennnNumber
BARRICADES WITH FLASHING LIGHTS IN PLACE OVERNIGHT, THEN ANOTHER DAY RESET FOR PAVING. 113REV of 3 4/6/06 To Be Issued on Approval
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NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D,) AND THE CALIFORNIA
SUPPLEMENT.
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.
3, THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELI NEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC
CONTROL PLANS,
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 11' (12' TYR) TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUTAND THE NEAREST TRAFFIC.
IF THERE IS NOT ENOUGH ROOM TO WORK IN THEN MAYBE BUILDING HALF THE MEDIAN AT A TIME USING SHEET 2 & 3 SHOULD BE CONSIDER BY THE CONTRACTOR.
5, ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
6. THIS TRAFFIC CONTROL WILL PROBABLY BE IN PLACE DURING DAYLIGHT HOURS ONLY. 1DAY FOR MILLING, REMOVED FOR OVERNIGHT WITH BUMP & UNEVEN PAVEMENT SIGN ON
BARRICADES WITH FLASHING LIGHTS IN PLACE OVERNIGHT. THEN ANOTHER DAY RESET FOR PAVING.
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MILLING & PAVING
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AT LEAST 24 HOURS IN
ADVANCE OF CLOSURE
WASHINGTON PARK
RETAIL CENTER
TRAFFIC CONTROL TO COLD MILL
&INSTALL A. C. OVERLAY
45
Street Improvements for Washington Retail Park
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Washington 111, LTD. Tops N Barricades, Inc.
Phone P, Rw By Based od 9tanderd
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Shmt Number Data ' Pad Number
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NOTES; 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) AND THE CALIFORNIA TRAFFIC CONTROL TO INSTALL MEDIAN
SUPPLEMENT. Approved By
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND Data sPeedLlmn
45
TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. Project Name
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC Street Improvements for Washington Retail Park
CONTROL PLANS. MR donncWcontractor
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 11' (12' TYR) TRAFFIC LANE WIDTH ATALL TIMES. THERE SHALL BEA MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC. Washington 111, LTD. Tops N Barricades, Inc.
IF THERE IS NOT ENOUGH ROOM TO WORK IN THEN MAYBE BUILDING HALF THE MEDIAN AT A TIME USING SHEET 2 & 3 SHOULD BE CONSIDER BY THE CONTRACTOR. Phone Prepared By BesedonStandard
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. (800)852-TOPS Ron Ffield WATCH pg. 36
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS DAY UNTIL WORK IS COMPLETE. ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO REFLECTIVE AND ALL BARRICADES SHALL Sheet Number Date Perm Number
BE EQUIPPED WITH FLASHING LIGHTS. 1 of 2 6/23/06 To Be Issued on Approval
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PHASE 1
ADD NEW CURB &
GUTTER AND PAVEMENT
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL ON UNIFORM TRAFFIC CONTROL DEVICES�.U.TC.p)2003 AND THE 2003 M.U.T.C.D2003 AND THE 2003 M.U.T.C.D. R00fted By Dam speeeumtt
CALIFORNIA SUPPLEMENT. 55
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETYAND TRAFFIC FLOW IF Treffiocarom Plan for
DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. Street Improvements for Tract # 32279
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH
TRAFFIC CONTROL PLANS. Standard Pacific Homes CALTRANS T-10
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10 '(1 2'TYR) TRAFFIC LANE WIDTH ATALL TIMES AND A MINIMUM TBETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE Traffic conaoaDedpbv Ph= Prepared By
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. Tops N Barricades, Inc. (800)852-TOPS Ron Fifield
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS DAY UNTIL WORK IS COMPLETE. ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE AND ALL BARRICADES SHALL Dabi
BE EQUIPPED WITH FLASHING LIGHTS. 1 r 7/24/06 To Be Issued on Approval
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GRIND & OVERLAY
f� EXISTING ASPHALT
PUT TRAFFIC ON NEW PAVEMENT
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.TC.D.) 2003AND THE 2003 M.U.T.C.D. ADDED IN PHASE 1
CALIFORNIA SUPPLEMENT.
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF By DM spwdumn
DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. 55
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADESAND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TfflftOwftPan for
TRAFFIC CONTROL PLANS. Street Improvements for Tract #32279
4. CONTRACTOR SHALL MAINTAIN A MINI MUM 10'(12'TYR) TRAFFIC LANE WIDTH AT ALL TIMES AND A MINIMUM 2- BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. PrMeContractar \ �dmftnd81d
Pacific Homes CALTR5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINEDATALLTIMES. Standard ANS T-10
-.6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF DAY, THE ROAD SHALL BE CLEARED OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. TMaffleCoftd Denby Phone Ppmd By
BUMP AND UNEVEN PAVEMENT SIGNS SHALL BE ADDED FOR OVERNIGHT IF THE GRIND IS NOT REPAVED THE SAME DAY. Tops N Barricades, Inc. (800)852-TOPS Ron Ffield
7. FLAGGERS SHALL WEAR ORANGE OR LIME GARMENTS (VEST, SHIRT) AND SHALL BE EQUIPPED WITH ASTOP & SLOW PADDLE. FLAGGERS SHALL BE ABLE TO SEE EACH OTHER 2 7/24ta To Be Issued on Approval
OR HAVE 2-WAY RADIO COMMUNICATION. FLAGGER AHEAD AND BE PREPARED TO STOP SIGNS SHALL BE REMOVED WHEN NO FLAGGERS ARE PRESENT. pp
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