026211
ti
NOTE:`-
With proper validation
this form constitutes an
encroachment .,CITY. OF LA QUINTA
hment 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 d other like public.works'i miprov6me . nts in connection
nnection'with MINOR IMPROVEMENTS an . d APPROVED
ROVED- SUBDIV.ISIbNS
Subdivision Improvement -Permit --7 Class- I I I
DATE: APril -30, 1987 Minor Improvement Permit Class'IV XX
LOCATION 0 . F CONSTRUCT -ION Washington ,Street fam .50th Avenue to.'Fred-Waring Drive
and.in.-Sagebrush :and Date Palm
(Street address ot.Ces'cription of Location) -
PURPOSE OF CONSTRUCTION Sewer line construct?5n.%.',
Sketch (attach construction plans if appropriate)
-.ores pecplans DESCRIPTION OF CONSTRUCTION Sewer man Seerojtla
s (34 sheets))
and appurtenance : on file.
rALLATION OR.REMOVAL
DIMENSION OF 11\1�11 18" trenc Note:.- The attached General and
17t40 --- ong (portion,.or �iorX in counfy—T. ...Special Provisions are
included and made.a part
SIZE OF EXCAVATION,. IF NEEDED. of this permit.
APPROXIMAT"i-ThM'E WHEN WORK WILL BEGIN June A separate encroachment permit
will be required if sewer force
APPROXIMATE TIME OF -COMPLETION January 1j,J988 main work i ' s performed, ' ,by other
ESTIMATED CONSTRUCTION COST $ than C.WiW.D.-forces.',
(Including removal* of.zill obsitruction,:- materials, and debris, backf illin
g'.com
paction and placin USA Inquiry NO.,
g.- permanent resurfacing and/or replacing improvements)*
Date:
In consideration of the granting of this permit, the a0pliciht hereby agrees to -
Indemnify, -defend and 'save the City, its authorized agents, officers,. representatives and employees, harmless from and against any and all
penalties, liabilities' or loss resulting from claims or court action and arising. out of any accident, loss or damage to persons, or property
happening or: occurring as a proximate result of any work. undertaken u.nder the permit granted pursuant to this application.,
Notify the Administrative Authority at, least twenty-four (24) hours in advance of the timewhenwork will be started.
Comply with, all applicable City Ordinances, the terms and6c" ohclitions of the, permit and all applicable rules and regulations of the City of
La Q4'ipla and to pay for any additional replacement, necessary as the. result of this Work.
4
Signat6re-of Applicant or Agent
COACHELLA:'VAL.LEY WATER DISTRICT, ,P. O.BOX 1058, Coachella, -CA 398-,2651
Name of Applicant (please. print) Business Address Telephone No; -
%:.Mr.' Charles Haver & Associates, 74-390 Hwy 111, PalmDesert,CA.. 346-7481
-Name of Contractor and Job Foreman.. Business Address Telephone No.
Contractor's License No.
City Business License No.'
Applicant's Insurance Company. Policy Number,
FEES: Subdivision Improvement Permit— Class III
Public improvements: 3% of estimated. construction costs
Private improvements: 3% of estimated construction costs
Ne
Minor Improvement Permit Class IV: See attached schedule 40
Inspection Fee
Permit Fee '
Penalty
Cash Deposit- Surety -Bond
if required
TOTAL
Receipt No.
Received by Date
Recorded by
PERMIT VALIDATION
PERMIT NO. 6
DATE APPROVED
EXPIRATION DATE
DATE ISSUED,
By
Adminisfrativ&Authority-
TELEPHONE: (619) 564-2246
The following General and Special Provisions are attached to and made a part.of Permit No.
GENERAL PROVISIONS
The following shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta right of way
ONLY. Whenever construction extends within private property, it shall be the responsibility of the permittee (or 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.teadklaying 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 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 La Quinta City Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration
of the project. The City shall. be notified 24 Hrs. in advance oflany traffic detours 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 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 OPERATIONS: If de -watering operations are -require d 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 bythe 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 follwing shall apply ONLY when indicated:
NOTIFICATION: Permittee shall notify the City aV564-2246 at least 48 hours in advance of starting construction.
R2 'CASH DEPOSITS OR BONDS: A cash bond or an approved surety bond,in an amount of not less than $
shall be furnished in the name of City of La Quinta,to.cover all work involved in the restoration of the various La Quinta
roads and survey monuments. This bond shall. be continuous until cancelled by the City Engineer. This bond must be
posted prior to commencement of any work on this. project .
R3 . UTILITY CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quinta right of way authorized
by permit, the permittee shall contact all concerned, utility companies relative to the Iocation of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility
of the permittee.
R4 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.
R5 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;inconformance with:CityofLaQuinta Road Improvement Standards
and Specifications, Ordinance #461.
R6 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
1 /4 inch to one foot. (11.
R7 GRADES & STAKES: City of La Quinta shall'establish grades and stakes for the proposed concrete curb and gutter .
construction.
R8 GRADE CHECKING: City of La Quinta shall check -grades upon receipt of plan and pFofile and/or grades as established by
a licensed engineer.
R9 CURB REMOVAL FOR DRIVEWAYS: A portion of the;.existing concrete curb and/or curb and gutter ( feet) shall be
removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
R10 DRIVEWAYS, A.C.: Driveways shall be constructed.: as not to alter existing drainage pattern. Surfacing between the
property line and th"e,existing road paving shall be 2-1/2 inches of A.C. paving placed on ( ") of class
aggregate base. Driveway construction shall conform to attached drawing.
R11 CULVERTS: A inch diameter( )culvert shall'be installed with the invert approximately 1-1 /2
inches below'and in line with the existing flow line., Culvert installation shall conform to the attached drawing.
SIGHT CLEARANCE: Sight clearance of 600 feet in either direction shall be assured and maintained.
R13 SOIL STERILIZER: The area to be surfaced shall be;Created with soil sterilizer. Rate of application shall comply with the
manufacturer's specifications.
R14 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 delav or interference with State or City of La Quinta projects.
monuments shall be by
^R1� SURVEY MONUMENTS: Prior:•, ..xcavation or beginning of construction, all su
of La Quinta and suitable paynTent or guarantee of payment shall be made as`,�'eimbursement for all work involved.
1 PAVEMENT CUTTING: Pavement will be mechanically 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 of pavement). Excavation material shall be placed in such a position as to best
facilitate the general flow of traffic. Prior to final paving operations, any damage•to pavement straight edge shall be
corrected.
R18 PAVEMENT CUTTING: Pavement shall be saw cut prior to removal. Prior to final paving operations, any damage to
pavement straight edge shall be corrected.
R19 LIMITOF EXCAVATIONS: Excavations shall be limitedto 1,000 lineal feet of opentrench b iefore backf ill 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.
R20 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 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.
R21 BACKFILL SAND: Backfill shall be approved transit=.mix sand or equivalent and shall be placed in lifts of not greaterthan
three feet (3') and vibrated using vibrotamper orlequi'valent equipment. Alternate methods maybe substituted, but in any*
_ case a relative compaction of 95 percent shall be attained within the structural section of the roadway.
�22 BACKFILL PLACEMENT: Backfill shall be applied indayers of not more than 50 percent of the total depth of the trench
v before flooding or a maximum of five-foot (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 be not less than 90.percent or equivalent to the surrounding ground, whichever isthe 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 continuous. 46 .
R23 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1,000
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.
R24 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
R25 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch
consisting of 2 inches of SC -800 shall be placed on a prepared subgrade. The SC -800 temporary paving shall be placed
after a maximum of 3,000 lineal 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.
R26 PERMANENT PAVEMENT REPAIR: After backfill and compaction operations 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. 46 = '4 d *p'[: X�?!( %ti �' �S
R27 PAVEMENT REPAIR: F.A.S.: Upon completion of backfill and compaction, a temporary patch co sist ng of two es 2"
of cold mix paving (SC -800) shall be placed immediately. A permanent patch of three inches (3") of A.C. surfacing shall
be placed on six inches (6") concrete base as directed, but not later than fifteen (15) days after completion of temporary
paving. Concrete base shall be of five -sack mix and -shall conform to the City of La Quinta Road Improvement Standards
and Specifications, Ordinance #461.
R28 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.
R29 SEAL ARMOR COAT: A seal coat consisting of an application binder and screenings shall be applied on all patch areas
where such seal coats existed prior to issuance of this permit. Seal or armor coats shall be applied as specified in Section
37, Standard Specifications, State of California, Division of Highways, dated January 1973. Work of pavement repair to
be accomplished by a licensed contractor engaged in the business of pavement repair.
R30 STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon
completion of permanent repairs.
R31 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right of way shall be accomplished
by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public.
It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be removed 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 500 feet at anyone 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.
R32 TREE TRIMMING:
a• Only the necessary trimming shall be accomplished to provide clearance of the facility for one calendar year. .
All broken or weak sections within the trimming shall be removed.
b. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet at anyone time.
Adequate signs, flagmen, and/or barricades shall be provided to protect the traveling public at all times.
c. If tree trunks are partially outside of the City of La Quinta road right of way, permittee shall make his own
arrangements with adjoining property owners for consent to the trimming in addition to the authorization provided
• I
4.
Cv f�!'�Gl�Gv
78-105 CALLE ESTADO - LA QUINTA, CALIFORNIA 92253 - (619) 564-2246
ADDITIONAL CONDITIONS
ENCROACHMENT PERMIT NO. 262
For Washington. Street:
Avenue 50 to Fred Waring Drive
Sagebrush and Date Palm
R33 Survey.monuments shall be protected in place or re-established
pursuant to City standards and the State of California Land
Surveyor's Act.
R34 Contractor or CVWD to provide all necessary compaction testing of
,trench backfill and aggregate base, as determined by City Engineer.
R35 Contractor shall comply with the local noise ordinance and
construction operations and maintenance of equipment within one
half mile of human occupancy shall be performed only during the
time periods as follows:
October 1st to April 30th: Monday -Friday 7:00 a.m. - 5:00 p.m.
Saturday 8:00 a.m. - 5:00 p.m.
Work shall be prohibited anytime on Sunday or Federal holidays.
R36 Contractor to provide,,City with filled in Emergency Information
Form.
R37 A detailed traffic control and traffic routing plan shall be
submitted for review and approval prior to starting any
construction work in City. Detour standards shall be as per -Cal
Trans Traffic Manual. Field adjustments in detouring shall be
accomplished as directed in order to adjust to actual field
conditions. It shall be the contractor's responsibility to
adequately barricade and.detour this site..
A minimum of two -travel lanes on Washington Street shall remain
open.
R38 If work done by other than Coachella Valley Water District. forces,
then an initial inspection fee deposit shall be made as determined
by City Engineer. Permittee shall reimburse City for all.
inspection costs at the rate of $30.00 per hour. (Note: estimate
one hour per day during the construction period.) Any unused funds
will be reimbursed.
MAILING ADDRESS - P.O. BOX 1504 - LA QUINTA, CALIFORNIA 92253
R39 Material haul routes shall be confined to City arterial highways
and the streets under construction. No local streets are to be
used for construction material haul routes.
R40 Replacement pavement shal`1•be existing asphalt thickness plus one
inch, but not less than 3 inches of AC Pavement shall be placed.
Aggregate base shall be as per existing or 4" minimum for local
streets, or 6" minimum for arterial streets.
R41, All excavations. at or near the travel way shall be backfilled at
the end of the work day, for the protection of the traveling.
public. Temporary ACSpaving shall be placed as per special'
provision R25 and as directed by the,City Engineer in order to
provide an all weather driving surface in travel.lanes and private
driveways.
R42 Traffic striping for regulatory signs (stop bar and stop legend)
shall be repainted as soon as possible after temporary pavement
placed, and a requiredaby City Engineer.
R43 For all transverse street crossings of the sewer line, the trench
shall be backfilled with two (2) sack sand slurry in the paved
area. Replacement permanent AC to be existing thickness plus one
inch (3-inch) minimum). If AC pavement is not smooth, then a
transition cap shall be constructed'as per City Engineer.
R45 This permit is only for work within public street right-of-way.
R46 Ingress and egress for local properties shall be maintained at
all times.
R47 This permit is not valid unless the USA Inquiry Number is noted on
the City copy of this permit.
R48 CVWD's contractor to coordinate placements of sewer line crossing
of Washington Street (north of Highway 111) with City's street
contractor. City's project to start:+ June 11, 1987..
PERMIT25.7
PERMIT25.7
J.
NOTE:
With proper validation
this form constitutes an
encroachment permit
CITY OF LA QUINTA.
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways; pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit -Class III
DATE:—Minor Improvement Permit. Class IV
LOCATION OF CONSTRUCTION — �� a'�i�+s c� r n SD /7- S
4 P
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION S� w`ei /<�-e. cSketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION S
••..� � ?_.,...Q�- •e. G✓1 :, �.-,�' or. a=le. /
' �a ,� yr 6ir 1s�Gos
DIMENSION OF QJSTALLATION OR REMOVAL`�����
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME'WHEN WORK WILL BEGIN ,. ".5, -7 rew,i��i , ' sp. •—r ��
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $� CYwD
(Including removal of all obstruction, materia , and debris,'bac ifilling, Com- D a C
paction and placing permanent resurfacing nd/or replacing improvements)
In consideration of the granting of this rmit, the applicant hereby agrees to:
Indemnify, -defend and save the City, is authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resultin from claims or court action and arising out of any accident, Iota or damage to persons or property
happening or occurring as a proxi to result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Auth rity at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable ty Ordinances, the terms and conditions of the permit and all appf+cable rules and regulations of the City of
La Quints and to pay for ny_additional replacement necessary as the result of this work. ,
Cvwn
a G/d.�.
` Signature of Applicant or Agent 25rn ce G 4.4-
'o l Bs- n a ,4_p,ef/d lid tdr = ZGJ—/
Name of Applicant (please print) Business Address •4' Telephone No.
li/o G�di� �.�-e� � �so� � �+•�-.r �� 350 �y .�i/ , /�a'L� �Ps�¢ -� � - 7 sed'/
Name of Contractor and Job Foreman Business Address Telephone No.
Contractor's License No.
City Business License No.
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3% of estimated construction costs > ��
Private improvements:.3% of estimated construction costs.
Minor Improvement Permit.— Class IV: See attached schedule
Inspection Fee $ PERMIT VALIDATION.'
Permit Fee
PERMIT N0.
Penalty
Cash Deposit -Surety Bond DATE APPROVED
if required EXPIRATION DATE
TOTAL: $
• DATE ISSUED
validation
istitutes an CITY OF LA QUINTA
it permit f
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, Water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit — Class III
DATE: Aoril 30. 1987 Minor Improvement Permit Class IV XX
LOCATION OF CONSTRUCTION Washington .Street fomm 50th Avenue to Fred Waring Drive
and in Sagebrush and Date Palm
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Sewer line constructiAn:�
DESCRIPTION OF CONSTRUCTION 18". Sewer force main
and appurtenance
DIMENSION OF INSTALLATION OR REMOVAL 18" trenc
ff-
17,400 feet long (portion of work in county
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN June 1, 1987
Sketch (attach construction plans if appropriate)
See project plans (34 sheets)
on file.
Note: The attached General and
Special Provisions are
included and made a part
of this permit.
A separate encroachment permit
will be required if sewer force
APPROXIMATE TIME OF COMPLETION January 1, al 8 main work is performed by other
ESTIMATED CONSTRUCTION COST $ than C . V . W. D . forces.
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements) USA Inquiry NO.
Date:
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, -defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. -
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. y
i
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
COACHELLA 'VALLEY WATER DISTRICT,,P. O. Box 1058, Coachella, CA 39872651
Name of Applicant (please print) Business Address Telephone No.
% Mr. Charles Haver & Associates, 74-390 Hwy 111, Palm Desert', CA 346-7481
Name of Contractor and Job Foreman Business Address Telephone No.
Contractor's License No.
City Business License No.
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
Received by
Recorded by
Date
PERMIT VALIDATION
PERMIT NO. -7— Z
DATE APPROVED 5-A���'�%
EXPIRATION DATE � ��
DATE ISSUED
By
AdministrativetAuthority
TELEPHONE: (619) 564-2246
4
The following General and Special Provisions are attached to and made a part.of Permit No.
GENERAL PROVISIONS
The following shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quints right of way
ONLY. Whenever construction extends within private property; it shall be the responsibility of the permittee (or 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 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 La Quinta City Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration
of the project. The City shall be notified 24 Hrs. in advance of any traffic detours 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 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 OPERATIONS: 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 isfelt bythe 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 follwing shall apply ONLY when indicated:
NOTIFICATION: Permittee shall notify the City at 564-2246 at least 48 hours in advance of starting construction.
R2 CASH DEPOSITS OR BONDS: A cash bond or an approved surety bond in an amount of not less than $ ,
shall be furnished in the name of City of La Quinta to cover all work involved in the restoration of the various La Quinta
roads and survey monuments. This bond shall be continuous until cancelled by the City Engineer. This bond must be
posted prior to commencement of any work on this project .
R3 UTILITY CLEARANCE: (Substructures) Priorto making any excavation 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.
R4 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.
R5 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 Quinta Road Improvement Standards
and Specifications, Ordinance ##461.
R6 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
1 /4 inch to one foot (1').
R7 GRADES & STAKES: City of La Quinta shall establish grades and stakes for the proposed concrete curb and gutter
construction.
R8 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and pFofile and/or grades as established by
a licensed engineer.
R9 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ( feet)shall be
removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #1207.
R10 DRIVEWAYS, A.C.: Driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the
property line and the existing road paving shall be 2-1/2 inches of A.C. paving placed on ( ") of class
aggregate base. Driveway construction shall conform to attached drawing.
R11 CULVERTS: A inch diameter ( ►culvert shall be installed with the invert approximately 1-1 /2
inches below and in line with the existing flow line. Culvert installation shall conform to the attached drawing.
V SIGHT CLEARANCE: Sight clearance of 600 feet in either direction shall be assured and maintained.
R13 SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall comply with the
manufacturer's specifications.
R14 1 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.
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 be 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 tothe removal of any monuments. Thisoffice shall
be notified upon completion of replacement of all survey monuments for proper project clearance.
RD -31
RA � SURVEY MONUMENTS: Prior cavation or beginning of construction, all sL monuments shall betied out by City
of La Quinta and suitable pay ent or guarantee of payment shall be made a:, �aimbursement for all work involved.
17 PAVEMENT CUTTING: Pavement will be mechanically 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 of pavement). Excavation material shall be placed in such a position as to best
facilitate the general flow of traffic. Prior to final paving operations, any damage.to pavement straight edge shall be
corrected.
R18 PAVEMENT CUTTING: Pavement shall be saw cut prior to removal. Prior to final paving operations, any damage to
pavement straight edge shall be corrected.
R19 LIMITOF EXCAVATIONS: Excavations shall be limitedto 1,000 lineal feet of opentrench before backf ill 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 excavationshall be made unless the construction
material is actually on the work site.
R20 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 La Quinta deems unsuitable (spongyor
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.
R21 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed in lifts of notgreaterthan
three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods maybe substituted, but in any
case a relative compaction of 95 percent shall be attained within the structural section of the roadway.
n
22 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench
before flooding or a maximum of five-foot (5') lifts where trenches are of excessive depths. Care is to be exercised thatthe
backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall be not less than 90 percent or equivalent to the surrounding ground, whichever isthe 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 continuous. (. SQe C-,,_ 4 A/., .
R23w COMPACTION TESTS: If so required bythe inspector, compaction tests shall be made at intervals of not more than 1,000
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.
R24 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
R25 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch
consisting of 2 inches of SC -800 shall be placed on a prepared subgrade. The SC -800 temporary paving shall be placed
after a maximum of 3,000 lineal 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.
R26 PERMANENT PAVEMENT REPAIR: After backfill and compaction operations 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. fig = CX,�f, %, ,�•�•^ �u f/'� i¢ PS L X�T'�aS'
R27 PAVEMENT REPAIR: F.A.S.: Upon completion of backfill and compaction, a temporary pate connsist ng of twoes 2" )
of cold mix paving (SC -800) shall be placed immediately. A permanent patch of three inches (W) of A.C. surfacing shall
be placed on six inches (6") concrete base as directed, but not later than fifteen (15) days after completion of temporary
paving. Concrete base shall be of five -sack mix and shall conform to the City of La Quinta Road Improvement Standards
and Specifications, Ordinance #461.
R28 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.
R29 SEAL ARMOR COAT: A seal coat consisting of an application binder and screenings shall be applied on all patch areas
where such seal coats existed prior to issuance of this permit. Seal or armor coats shall be applied as specified in Section
37, Standard Specifications, State of California, Division of Highways, dated January 1973. Work of pavement repair to
be accomplished by a licensed contractor engaged in the business of pavement repair.
R30 STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon
completion of permanent repairs.
R31 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 tothe traveling public.
It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be removed 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 thefollowing paragraph. Where it
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.
R32 TREE TRIMMING:
a. Only the necessary trimming shall be accomplished to provide clearance of the facility for one calendar year.
All broken or weak sections within the trimming shall be removed.
b. Where it 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.
c. If tree trunks are partially outside of the City of La Quinta road right of way, permittee shall make his own
arrangements with adjoining property owners for consent to the trimming in addition to the authorization provided
by this permit.
d. All tree trimming on EVERGREEN TREES, PALM TREES, and other ORNAMENTAL TREES shall be accomplished to
the satisfaction of the City Public Works Inspector.
e. Abutting property owners shall be contacted, in all instances, prior to trimming or topping trees.
f. Pruning shall, in all instances, be at the shoulder of the crotch to insure even, fast healing in all cuts of two inches
(2") and above in size. Sealant shall be applied to all cut sections as directed by the City Public Works Inspector.
78-105 CALLE ESTADO LA QUINTA, CALIFORNIA 92253 (619) 564-2246
ADDITIONAL -CONDITIONS'
ENCROACHMENT..PERMIT'NO 262'
For Washington Street:
.Avenue 50.to Fred. Waring Drive
Sagebrush and Date.Palm
R33 Survey monuments shall,be.protected in place or re-established
pursuant to City standards'and.the:State of California Land
Surveyor's Act.
R34 Contractor.or CVWD,to provide all necessary compaction.testing of
trench backfill and aggregate base, as determined by. City Engineer,.,
R35 Contractor shall comply with the local noise ordinance and
construction operations and maintenance Of."equipment within one
half mile of human occupancy shall be performed only during the
time''periods as follows: -
October lst to"April 30th: Monday -Friday 7:00 a.m 5i.,00 P.M.
Saturday 8:00 a.m. - 5:00,p.m.
Work shall be prohibited'anytime on Sunday,or Federal holidays.
R36 Contractor to provide City-with..filled in Emergency Information
Form.
R37 A detailed.,traffic control and traffic routing plan shall be
submitted for review and approval prior to starting any
construction work'in City., Detour standards shall be.as per. -Cal
-Trans Traffic Manual. Field adjustments in detouring shall be.
accomplished as directed in -order to adjust to actual field
conditions. It shall be the contractor.'s responsibility to
..adequately barricade and"detour.this site.
A minimum of two -travel lanes on:Washington Street shall remain
open.
R38 If,work done�by'other than.Coachella Valley.Water•District forces,
then an initial inspection fee deposit shall be made as determined
'by 'City Engineer. "Permittee shall reimburse City for all.
"inspection costs.at the rate of $30.00 per hour.,. (Note: estimate
one hour per,day during the construction period.) Any unused funds-,
will be reimbursed:
MAILING ADDRESS P.O. BOX 1504. LA QUINTA, CALIFORNIA. 92253
R39 Material -haul routes shall be confined to City arterial highways
and the streets under construction. No local streets are to be
used for construction material haul routes.
R40 Replacementpavement shall be existing asphalt thickness plus one
inch, but not less than'3 inches of AC Pavement shall be placed.
Aggregate base zhall be as per existing or 4" minimum for local
streets, or 6" minimum for arterial streets.
R41 All excavations at or near the travel way shall be backfilled at
the end of the work day, for the.protection of the traveling
public,. Temporary AC paving shall be placed as per special
provision R25 and as directed by the City Engineer in order to
provide an all weather driving surface in travel lanes and private
driveways.
R42 Traffic striping for regulatory signs (stop bar and stop legend)
shall be repainted as soon as possible after temporary pavement
placed,. and a required by City Engineer.
R43 For all transverse street crossings of the sewer line, the trench
shall be backfilled with two"(2) sack sand slurry in the paved
area. Replacement permanent AC to be existing thickness plus one
inch (3 -inch) minimum). If AC pavement is not smooth, then a
transition cap shall be constructed as per City Engineer.
R45 This permit is only for work within .public street right-of-way.
R46 Ingress and egress for local properties shall be maintained at
all times.
R47 This permit is not valid unless the USA Inquiry Number is.noted on
the City copy of this permit.
R48 CVWD's contractor to coordinate placements of sewer line crossing
of Washington.Street (north.of Highway 111) with•City's,street
contractor. City's project to start + June 11, 1987.
PERMIT25.7
PERMIT25.7
,�.. a '% •
NOTE: .
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
DATE:
Subdivision Improvement Permit - Class I I I
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION k1la-a'-6-13i-92`•u— e2r? T ,h -e-1 SUS S
�iy-¢. cf� liCJd�✓ar-Q} �r-i 7r -Q. � . �., ��'�' ei h ru S L � i' /7d�. /'ca'��..
s
(Street address or Description of Location) /
PURPOSE OF CONSTRUCTION 5'•2-,/ �ti-e Gor• Sd=�.=-v�-a Sketch (attach construction plans if appropriate) i
DESCRIPTION OF CONSTRUCTION ee�/_°/ e� d' �s C3�8�'� J
DIMENSION �OFIySTALL�ATIONO�R�VAL
Y" awl -- 11r�✓ /L C�
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN iys
5�ou. a✓i �i-o mo.`s �.,-� ��
�!
APPROXIMATE TIME OF COMPLETION��--
ESTIMATED CONSTRUCTION COST $� Gvwi�
(Including removal of all obstruction, material , and debris, backfilling, com- Ddb
paction and placing permanent resurfacing nd/or replacing improvements)
In consideration of the granting of this rmit, the applicant hereby agrees to:
Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resultin from claims or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a pro to result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Auth rity at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable 91,y Ordinances, the terms and conditions of the permit and all appficable rules and regulations of the City of
Le Ouinte and to pay for ny additional replacement necessary as the result of this work.
C_ vwn
4 � ice vle+k.
p Signature of Applicant or Agent ;U,# -vice G/d. k
?6 A,, 6 S C -6 e,1 /Vii- 3 f - 7 -
Name of Applicant (please print) Business Address Telephone No.
74( 350
Name of Contractor and Job Foreman Business Address Telephone No.
Contractor's License No. City Business License No.
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit -Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit.- Class IV: See attached schedule
Inspection Fee $ II PERMIT VALIDATION
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
Received by
Recorded by
$
Date
PERMIT NO.
DATE APPROVED
EXPIRATION DATE
DATE ISSUED
By
Administrative Authority
TELEPHONE: (619) 564-2246