1587.max.
NOTE:
" Witti proper validation�.�
this form constitutes an
* enAbichment 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: 10-28-92 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION BSS Washington St. 527' 5/0 Htiy Ili
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION street i1ilproyements requiring
aanhol• lid to be lowered
DESCRIPTION OF CONSTRUCTION lower uanhole lid to new
street grade
DIMENSION OF INSTALLATION OR REMOVAL
•SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN ISO—qi'
Sketch (attach construction plans if appropriate)
See attached drawing
See attached conditions
W.O.
APPROXIMATE TIME OF COMPLETION 12-31-92
ESTIMATED CONSTRUCTION COST $
(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:
t7S,g3- SPooIAL-
Indemnify, defend and. save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
e
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
GTE CA INC 43-590 Jackson St. Indio„ CA 91201-•4602 362-0536 �---- \
Name of Applicant (please print) Business Address. u- Telephorie No.
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 I II
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: $ 0
Receipt No.
,Received by Date
Recorded by
158T
PERMIT VALIDATION
PERMIT NO. 1587
DATE APPROVED 10-28-92
EXPIRATION DATE
12-31-92
DATE I U D A 10-28-92
By ONVI,
I Administrative Authority
TELEPHONE: (619) 564-2246
N
City of La Quinta
NOTE:
With proper validation OCT 2 ItiyL
this form constitutes an ������s CITY OF
encroachment permit PUBUC WOOL�pp
APPLICATION
Cid i0f T
a � nta
OCT V 1ti92
LA QUINTAP— j j WORKS
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: OCTOBER 22. 1992 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION E/S WASHINGTON ST 527 FEET NORTH OF HIGHWAY 111
(Street address or Description of Location)
OFCONSTRUCTION STRFFT TMPROVFMFNT RFQIITRTNG
LID TO BE LOWERED
-DESCRIPTION OF CONSTRUCTION
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 10/21/92
APPROXIMATE TIME OF COMPLETION 03/30/92
ESTIMATED CONSTRUCTION COST $
(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:
Sketch (attach construction plans if appropriate)
SEE ATTACHED DRAWING
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 Quints and to pay for any additional replacement necessary as the result of this work.
Signature of Applicant or Agent
GTE CALIFORNIA INC 45-590 JACKSON STREET, INDIO, CA 92201-4602 619/342-0536
Name of Applicant (please print) Busineu Address Telephone No.
or t.ontractor 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 $
I Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $
Receipt No.
Received by Date
Recorded by
PERMIT VALIDATION
PERMIT NO.
DATE APPROVED )d - Z$ rC1
EXPIRATION DATE \-7,- 3 , l q
DATE ISSUED Lt '1(_6�fZ
By
Administrative Authority
TELEPHONE: (619) 564.2246
cIOt Ot i ri',5nIEl r-
4 5 6 7
1 2 3 4 5 6 FORM WWWO (W 7
SPECIAL CONDITIONS --PERMIT NO. 1587
--- GTE Inc. ---
In addition to the standard permit conditions, the following shall apply:
1. All work shall be performed in accordance with the the plans submitted by GTE
Inc. for the•One Eleven La Quinta Center.
2. This permit is only for work within the City of La Quinta and it's R/W.
Permittee/contractor shall aquire a permit from any other abutting agency and/or
jurisdiction, ie, Caltrans, CVWD etc.
3. 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. Contractor shall comply with the local noise ordinance. Operation and
maintenance of equipment within one half mile of human occupancy shall be
performed only during the following time periods:
October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1st to September 30: Monday -Friday '6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on'legal holidays including Sundays.
6. Permittee shall assume responsibility for repair of any pavement breakdown at the
haul road access to any public or private street and 'for any damage to other City
streets or facilities.
7. Advance warning signs and traffic control shall be installed and maintained in
accordance with Cal Trans Standards. Permittee shall submit a traffic
control/circulation plan for approval by the City Engineer prior to the start of
any work.
8. Permittee shall notify the City Engineering Dept. at 564-2246 at least 24 hours
in advance of starting construction.
9. In advance of excavation, Contractor/permittee shall submit to the city for
acceptance a detailed plan, in accordance with Labor Code Section 6705, showing
the design or shoring, bracing, sloping, or other provisions to be made for
worker protection from the hazard of caving ground during the excavation of any
trench or trenches five feet or more in depth.
If such plan varies from the shoring system standards, the plan shall be prepared
by a registered civil or structural engineer. As a part of the plan, a note
shall be included stating that the registered civil or structural engineer
certified that the plan complies with the Cal OSHA Construction Safety Orders or
that the plan is not less effective than the shoring, bracing, sloping, or other.
provision of the Construction Safety Orders.
10. If the work is to 'be performed by forces other than that of the utility company
the contracting company shall apply for an additional encroachment permit and pay,
the appropriate fee.
11. Permittee shall coordinate work adjacent to Washington St. with the contractor
performing improvements to same, and shall provide a schedule that will not
conflict with Washington St. improvements.
12. All work shall be completed prior to the final pavement improvements on
Washington St.
Special Conditions - Permit No. 1587
Page l of 1
The following General and Special Provisions are attached to and made a part of Permit No. I
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 we
ONLY. Whenever construction extends within private property, it shall be the responsibility of the permittee (or his contractors)t,
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 an
paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes toprotec
pavement is scarred, spalled, or broken during the term of this contract, or if the pavement is marred, City of L
the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas. If the existinr
a Quints shall reques
that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.0
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 Cip
Engineer or La Quinta City Public Works Inspectors. Suitable detours and detour signs shall beplaced and maintainedfor theduration
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 rightof
way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediatelyafterbackfill and compaction.
Exiting 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 wateron 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:
R1 NOTIFICATION: Permittee shall notify the City at 564-2246 at leasa�hours in advance of startingconstruction.
R2 CASH DEPOSITS OR BONDS: A cash bond or an a °n'
shall be furnished in the name of City of La Quinta to cover all orrk invol ed in the restoration d in an amount of 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.
R UTILITY CLEARANCE: (Substructure s) Prior to making anyexcavation within the City of La Quinta right ofwayauthorized
by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures.
Damage to exiting 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
having an "R" value of not less than inches of class aggregate subbase course
and in conformance with City of La Quinta Road
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 profile and/or grades as established by
a lirensed engineer.
R8 CURB REMOVAL FOR DRIVEWAYS: A portion of the exiting 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
concrote 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 the exiting 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 (
vert
inches below and in line with the existing flow line.vertlinstallation sha llled con ormwiththe to the tt chedinventdrawing11- . 1/2
R12) SIGHT CLEARANCE: Sight clearance of 600 feet in either direction shall be assured and maintained.
manufacturer's specifications.
R13 SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall comply with the
R1 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 shalt be coordinated with the State or
City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects.
R1 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
i centerline of all streets or property lines when involved shall be completely tied out so they maybe 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 tothese monuments shall be furnished to the Cit
K. �m„f�f�o.t --y Engineer prior to the removal of any monuments. This office shall
t � m
io. �f —1--1 of �n ,.,..... r... --
R16 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments shall be tied out by City
of La Quinta and suitable payment or guarantee of payment shall be made as reimbursement for all work involved.
R17 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.
RIB 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 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1,000 lineal 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 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.
q2 BACKFILL MATERIAL: Backfill shall be free ofbrush, 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 shallot 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 vibrotamperor equivalent equipment. Alternate methods may be substituted, but in any
case a relative compaction of 95 percent shall be attained within the structural section of the roadway.
R2 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 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 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 continuous.
R23 COMPACTION TESTS: If so required bythe inspector, compactiontests shall be made at intervalsofnot morethan 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.
24 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 12'1 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.
R27 PAVEMENT REPAIR: F.A.S.: Upon completion of backfill and compaction, a temporary patch consisting of two inches (2'1
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 b6accomplished
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 safelywithout 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 any one time. Adequate
signs, flagmen and/or barricades shall be provided to protect the traveling pub!ic at. all !ime-.
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
by this permit.
d. All tree trimming on EVERGREEN TREES, PALM TREES, and other ORNAMtNTAL 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