3365i! ••N'OTE: •
,,1fVith 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: 1/5/01
Subdivision Improvement Permit — Class II I
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION N/W cornero6fmMiles Ave. & Dune Palms Road — Sonrisa Phase 5
Tract 25953
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Single Family Homes
DESCRIPTION OF CONSTRUCTION
Street improvements,
curb & gutter, paving, and catch basin
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 1/8/01
APPROXIMATE TIME OF COMPLETION 11/15/01
ESTIMATED CONSTRUCTION COST $ 153.444
(Including removal of all obstruction, materials, and debris, backfilling, com-
pactiori and placing permanent resurfacing and/or replacing improvements)
Sketch (attach construction plans if appropriate)
In consideration of the granting of this permit, the applicant hereby agrees to:
See Attached Conditions
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.
Signature of Applicant or Agent
Oliphant & Williams 77-900 Ave. of the States. P.D. 345-2626
Name of Applicant (please print) Business Address Telephone No.
Oliphant & Williams 77-900 Ave. of the States, P.D. 345-26262
Name of Contractor and Job Foreman Business Address Telephone No.
697117 5203
Contractor's License No. City Business License No.
State Comp. Insurance Fund 467-000120-00
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class 111
Public improvements: 3% of estimated construction costs PAID
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit , Class IV: See attached schedule
d !"
Inspection Fee
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
100.
$ 4,703
Receipt No.
Received by Date
JAN 0 6 DATI2001 ++ _..
PERMIT VALIXNLA U `
PERMIT NO. 3365
DATE APPROVED 1/5/01
EXPIRATION DATE 12/31/01
DATE
/ISSUED
gy
c� •�
Administrative Authority
Recorded by 11Telephone: (760) 777-7075
NOTE:
+r
With proper validation
thyis form Constitutes an
encroachment permit
CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
DATE: 1/5/01
Subdivision Improvement Permit — Class I I I
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION N/W cornero6faMiles Ave. & Dune Palms Road - Sonrisa Phase 5
Tract 25953
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Single Family Homes Sketch'(attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION Street improvements,
curb & gutter,, paving, and catch basin See Attached Conditions
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 1/8/61
APPROXIMATE TIME OF COMPLETION 11/15/01
ESTIMATED CONSTRUCTION COST $ 153.,444
(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, de?end 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.
Signature of Applicant or Agent
01inhant & Williams 77-900 Ave. Of tha 9t.AtAA. P.A. 345-2626
Name of Applicant (please print) Business Address Telephone No.
Oliphant & Williams 77-900 Ave. of the States, P.D. 345-26262
Name of Contractor and Job Foreman Business Address Telephone No.
697117
Contractor's License No.
5203
City Business License No.
State'Comp. Insurance Fund 467-000120-00
Applicant's Insurance Company Policy Number .
FEES: Subdivision Improvement Permit — Class 111
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 4.60'3
Permit Fee 100
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $ 4,703
Receipt No.
Received by
Date
PAID
JAN 0 8 2001
ar. Vt; LA + UINI
PERMIT VALIDATION
PERMIT NO. 3365
DATE APPROVED 115/Q1
EXPIRATION DATE 12/31/01
DATEyUED
By ((
'A U Administrative Authority
Recorded by
Telephone: (760) 777-7075
A•�`
NOTE: -
With proper validation
this form constitutes an CITY OF LA OUINTA
encroachment permit
APPLICATION FOR. PERMIT s:
PUBLIC WORKS CONSTRUCTION tENCROACHMENT)<"���
or Tiib�
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit — Class III
DATE: Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION AW COO ^ r << �aS
So,U K 15 A 41,4s e e.4cee PlAeiizj n,OlZ C� Ro r'eo
I Street address of Description of Location) j-(1*Cr 2" -",E3
PURPOSE OF CONSTRUCTION � 1* 61WI /T—iiQ� Sketch lattadt construction plans if appropriate)
DESCRIPTION F CO STRUCTION
Ar-rC,4SD COAJ t r oIj 5
K
DIMENSION OF INSTALL L N OR REMOVAL St-C
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN _
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ lort3�-
(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:
indemnity,.drt&nd and save the City, its authorized agents, officers, representatives and employees, harmless from and against arty and all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or danmage to persons or property
happening or occurring es a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at lean twenty -tour 424) hours in advance of the time when work WHI be anrud.
Comply with all applicable City Ordinances, the tame and conditions of the permit and all applicable rules and nspulatios of the City of
La Quints and to pay for any additional replacement neomry as the result of this vwOrl�. /
Signature of dplicant Agent
al.;o.%�.r�,ofro!✓,ll.�.fws 77
Na a of Applicant Ipl ase print) Business Address Telephome No.
Nam/of Contractor and Job Foreman Business Address Telephone No.
& f7/1.'7 5z63
Contractor's License No. City Businau License No.
!�Ar 64,Da L•i-I!�ui�,z %G7-60oIZ.0 -d d
Applicant's Insuranof Company Policy Number
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3% of estimated construction cost
Private improvement: 3%of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule 2774
Inspection Fee s � yozi PERMIT VALIDATION
Permit Fee IDO PERMIT NO 3-S eP s
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
$' L41n3
DATE APPROVED
EXPIRATION DATE
DATE ISSUED - O,
Receipt No.
Received by _
Recorded by
Date
By
Telephone: (619) 777-7075
Administrative Authority
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.SUB -CONTRACTOR'S AGREEMENT
THIS AGREEMENT, made this 27th day of December , 2000 by and between OLIPHANT AND WILLIAMS ASSOCIATES, INC.
a corporation, herein called "Builder," and DATELAND CONSTRUCTION CO., INC. herein called "Subcontractor."
WITNESSETH:
WHEREAS, the Builder is constructing and erecting certain buildings and improvements consisting of a SINGLE FAMILY SUBDIVISION
consisting of multiple phases totaling 132 units, phased and constructed per plans and specifications as identified in the
attached Exhibit "A" (Plan and Phase list), located on Lots See Exhibit "B", Tract 25953 in the County of RIVERSIDE,
City of La Quinta , State of CALIFORNIA , as per plans and specifications and the addenda thereto (herein called the "project"); and
WHEREAS, the parties hereto desire to enter into a subcontract with respect to the work hereinafter described,
NOW, THEREFORE, in consideration of the mutual covenants herein contained, the parties agree as follows:
1. The Subcontractor shall furnish all labor, material, skill, equipment, supplies, and all other things necessary or incidentally required (herein
called the "work") to perform and complete in accordance with the plans and specifications and addenda that portion of the project referred to
as:
PHASE 5
CONCRETE
BASE AND PAVING
CATCH BASIN
$72,895.00
$68,549.00
$12,000.00
The Subcontractor acknowledges that the purpose of this agreement is to provide for the entire performance and completion of the work and to
that end has examined all of the plans and specifications and addenda from beginning to end with the understanding that the work may be
scattered throughout different parts of said plans and specifications and addenda.
2. The Builder shall pay to Subcontractor for the work the total lump sum of $153,444.00 , (One Hundred Fifty -Three Thousand Four
Hundred Forty -Four and 00/100) payable as follows:
A. Progress billing will be accepted on a monthly basis for work completed prior to the date of billing. Invoices receive
by the 25th day of each month, accompanied by a billing statement, applicable labor/lien releases and builders project
superintendents approval, shall be payable the 20th day of the month following.
B. In the event Builder receives Preliminary Lien Notice from supplier, the progress vouchers shall be made
jointly to subcontractor and the supplier.
C. Progress billing amounts shall be determined by applying the percentage of work in place to the total contract price, as
approved by builders project superintendent.
D. A ten percent retention will be withheld from progress payments as per AIA Document A201.
3. Scope of Work: The Subcontractor agrees for the consideration shown to do work as follows:
A. All materials and installations shall meet the requirements of La Quinta (including city business license), Cal OSHA,
Cal -Trans, local fire marshal builder and any other regulatory agencies having jurisdiction over the work.
B. The Scope of the Work shall include all material, labor, equipment, transportation, required complete the PHASE
5 work as indicated on, or reasonably implied from, the above mentioned plans and specifications, but not necessarily
limited to: Make subgrade for curbs and gutters, base and paving. Install curbs, approaches, catch basin, sidewalks,
access ramps, base pave and pave interior streets (Calle Palmeto, Calle Placido and Calle Prospero),Install catch basin
on Calle Prospero.
C. Clean all waste and debris resulting from this operation shall be removed from job -site by this subcontractor at
regular intervals as directed by the project superintendent.
D. Subcontractor shall cooperate with all trades so as to complete the project in accordance with the project
superintendents time schedule. This time schedule is critical as time is of the essence.
4. The Subcontractor shall pay for all materials, labor, equipment and instrumentalities used on or in connection with the work when or as bills or claims therefore become due, and
shall protect the premises, and the Builder from all claims and mechanic's liens on account therefore, and shall furnish Builder, prior to the payment of any sums due Subcontractor
hereunder, with receipted bills and invoices for all materials or equipment furnished to or to be used upon the project by him to such date, together with releases of lien thereof if
demanded, and together with Subcontractors current itemized payroll to date. Such itemized payroll shall set forth the periods and amounts for each of Subcontractor's employees and
shall be signed by each such employee acknowledgin§ receipt of sums shown therein. This provision shall not be construed as a waiver of the right of Subcontractor to file mechanic's
lien claims as against Builder in the event of Builders failure to pay the Subcontractor sums due hereunder, Provided Subcontractor is not in default under the contract.
5. The Subcontractor shall commence the work as soon as the project is ready for such work, or within (5) FIVE calendar days after being notified in writing by the Builder so to
do and shall complete said work in a diligent fashion and as rapidly as the conditions of the project will permit,Fowever, in no event will the Subcontractor be allowed more than
REASONABLE workdays in which to complete die work. It is understood that the economical progress of the project depends upon the continued cooperation of each Subcontractor
thereon. Subcontractor agrees that lie shall be liable for losses occurring to Builder occasioned by any delays on Subcontractor's part to complete the work promptly in accordance with
time limitations hereof but that it would be impractical or extremely difficult to fix the actual damage to Builder caused by such delay. Therefore, should Subcontractor fail to complete
the work within the time specified, Subcontractor shall pay to Budder, as liquidated damages and not as a penalty, the sum of $ AS DETERMINED per day for each and every day
required to complete the work beyond the time above set forth. Subcontractor shall not be held responsible for any delays or interruptions unavoi a y caused by riots, strikes, acts of
Government, inclement weather or acts of God, and Subcontractor hereby waives any and all claims against Builder for damages for any act, omission or delay caused by Builder, or
any other Subcontractor, and hereby undertakes the work subject to all conditions as they now exist or may arise.
ant
Builder shall not be required to make any final payments hereunder until Subcontractor furnishes full releases or discharge of the liens with respect to materials and labor used
by Subcontractor in the performance of this contract or until the time within which liens may be filled by any material -man or mechanic shall have expired. Ifany liens are filed Builder
may withhold the amount thereof from final payments due Subcontractor until liens are satisfied or discharged. If an action is brought by Builder under this agreement as a result of
any default or breach hereof by Subcontractor or if Builder is required to defend itself in any action to foreclose any lien for labor or materials furnished Subcontractor, Builder shall
be entitled to reasonable attorneys fees and court costs.
7. Subcontractor further agrees that if any lien or liens shall be filed for work done or materials furnished by or for Subcontractor, Subcontractor shall, within five (5) days thereafter,
at his own cost and expense, cause such lien or liens to be discharged, and Subcontractors failure to do so shall be an event of default hereunder.
IN WITNESS WHEREOF, the parties hereto, having also read the additional Terms and Conditions as shown
on the reverse side of this Sub -Contractor's Agreement, have incorporated them herein and executed this
instrument the date first above written.
Oliphant and Williams Associates, Inc. State Lic # City Lic #
By: Wesley D. Oliphant, President
"Builder"
."Subcontractor"
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The following General and Special Provisions are attached to and made a part of Permit No.�
GENERAL PROVISIONS
The following shall always apply: -
ENROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of Is Quints 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, spalled, or broken during the term of this contract, or if the pavement is marred, City of La Quints 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 Quints City Public Works inspectors. Suitable demurs and 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 demurs or delineations.
CARE OF DRAINAGE STRUCTURES: Any drainage structure including 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 Quints shall be notified prior to commencement of this work.
Drainage structures and opendrains shall be kept free of debris at all times for proper drainage.
RIGHT OF WAY CLEANUP: Any surplus material regulting from excavation and backfill operations shalt be removed from the -right
of way. All paved surfaces shall be broomed clean of eaith 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 doom 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 Quints 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:
NOTIFICATION: Peimittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction.
RZ UTILITY CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quints right of way
authorized by permit, the perminee 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 permit,",
L71'IIM CLEARANCE: (Surface Swctures) 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 inches of class aggregate subbase course having an 'R'
value of not less than and in conformance with City of La Quints Road Improvement Standards and
Specifications, Ordinance 0461.
R5 PARKWAY GRADING: Area between the property lice and top of the proposed concrete curb Shall be graded to a dope of
1/4 inch to one foot (I).
(� GRADE CHECKING: City of La Quints shall check grades upon receipt of plan and profile and/or grades as established by .
e licensed engineer.
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 io removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quints Standard #207.
In DRIVEWAYS: A.C. driveways shell 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 toattached drawing.
SIGHT CLEARANCE: Sight clearance of 600 feet in all directionsshall be assured and maintained at all times.
RIO SOIL STERILIZER The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with.the
manufacturer's specifications.
RI COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of
Le Quinte 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 Quints 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. '
R 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.
R14 LIMIT OF EXCAVATIONS:. Excavations shall be limited to 1000 linear feet 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 can. -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.
Ri 5 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing an adequately consolidated backfill. Any material which the City of Le 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 in lifts of not greater than
three feet (3� and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case,
a relative compaction of 95 percent shall be attained with the structural section of the roadway.
R17 BACKFILL PLACEMENT: Backfill shall be applied. in layers of not more than So percent of the total depth of the trench
before flooding or a maximum of five-foot (5� lifts where trenches arc of excessive depths. Caro 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 be not lees than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction.
Where ponding or flooding is used fora 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 continuous.
R18 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.
R19 COMPACTION TESTS: If so required•by the inspector, compaction teats 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 testa 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 SC400 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.
R2.2 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.
620 STREET RE STRIPING: When 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 interferenor hazard to the traveling
public. It shall be the responsibility of the permittee to minterference or
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
bole shall be backfilled and thoroughly compacted as specified in the following'paragraph. Where is becomes necessary to
restrict traffic, the work shall 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.
SPECIAL CONDITIONS --PERMIT NO.3365
--- OLIPHANT & WILLIAMS ---
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. Oliphant & Williams, hereinafter referred to as "Permittee", shall be responsible for providing
continuous dust and erosion control. All areas shall be kept watered down daily including weekends.
3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and
more frequently if required.
4. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout
the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance
of equipment within one-half mile of human occupancy shall be performed only during the following
time periods:
October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1 st to September 30: Monday -Friday 6:00 a.m to 7:00 p.m.
Saturday 8:00 a.m: to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
5. Work performed within 500 feet of a signalized intersection is restricted between the hours of 9 a.m.
- 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall
contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal
operation at the intersection is to be altered in any way.
6. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
Permittee shall assume responsibility for repair of any pavement damage to any public or private
street and for any damage to other City streets or facilities as a result of work performed under this
permit.
7. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
advance warning signs and traffic control shall be installed and maintained in accordance with Cal
Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control
plan, if required, 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.
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.
Special Conditions - Permit No. 3365
Pagel of 4
z
SPECIAL CONDITIONS --PERMIT NO. 3365
--- OLIPHANT & WILLIAMS ---
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.
11. 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.
B. Backfill materials shall be brought to or maintained at an 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.
F. 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.
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SPECIAL CONDITIONS --PERMIT NO. 3365
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G. 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.
H. 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.
I. 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.
12. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if
within the existing travel way, at the end of every workday as directed by and to the satisfaction of
the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed
that which can not be backfilled in the same day. Excavated trenches shall not be allowed open
overnight, however, 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), 1992),
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 sawcut shall be cold -milled to a depth
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SPECIAL CONDITIONS --PERMIT NO. 3365
--- OLIPHANT & WILLIAMS ---
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: two (2) feet outside the sawcut
removal lines.
• For longitudinal trenches located in a traffic lane: two (2) 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 3/4" max medium asphalt concrete shall be installed from saw -
cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving
shall not be left 0.10' low in anticipation of grinding and capping.
F. Any existing lane striping 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.
16. 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.
17. 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.
18. This permit allows for construction of the street and storm drain improvements at Tract 25953, phase
5 per the approved plans.
19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
Special Conditions - Permit No. 3365
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