2349. COTE: --
With proper validation r
i 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
5-15-95
0
Subdivision Improvement Permit — Class II I
Minor Improvement Permit Class IV
LOCATION OF,CONST,RUCTION Jefferson St, S/0 Ave 58
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Connect water main and
new pump station
DESCRIPTION OF CONSTRUCTION Connect water main in 2
locations and pave access drive that connects.to
Jefferson at.
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED• 2' x 4' x 41
APPROXIMATE TIME WHEN WORK WILL BEGIN 5-15-95
APPROXIMATE TIME OF COMPLETION 6-15-95
ESTIMATED CONSTRUCTION COST $ 1,000
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
Sketch (attach construction plans if appropriate)
See attached conditions
b
✓SNI 0
y 99S
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 agains,
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
t'",
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be sta ted.
S' • �,.- . F
fnd all
roperty
Comply with all applicable City Ordinances, the terms and conditions of �tthhe+permit and all applicable r� les and reg lations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work
�1 • fns /A /_7•t
Sfgpa#�of�r'j�plicant or Agent
Denboer Engineering and Const. 68-175 Berra Ct. Cathedral City, CA (619) 327-2200
Name of Applicant (please print) Business Address Telephone No.
Doug Denboer (619) 322-8691
Name of Contractor and Job Foreman Business Address Telephone No.
684563 3577
Contractor's License No. City Business License No.
Alpine Insurance Co. GAC1457
Applicant's Insurance'Company z Policy Number
FEES: Subdi7sion 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 $ 130.50
a
Permit Fee 160000
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $ 140.50
Receipt No.
Received by
Recorded by
Date
2349
PERMIT VALIDATION
PERMIT NO. 2349
DATE APPROVED 5-15-95 '
EXPIRATION DATE
DATE ISSUED
By
TELEPHONE: (619) 564-2246
inistrative Authority
The following General and Special Provisions are attached to and made a part of Permit No. .g% q 1
GENERAL PROVISIONS
The following shall always apply:
ENROACHIIENT 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 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 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 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 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 hours 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 STREET'S: 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:
Rl NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction.
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 location of existing
substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole
responsibility of the permittee.
/IRi) ITTH.ITY CLEARANCE: (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
R4 PAVEMENT WIDENING: Area between the proposed concrete7gutter 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.
( R5 ,/ 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 (I').
R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (_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 concocted in conformance with City of La Quinta Standard #207.
R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be 2 1/2 inches of A.C. paving placed on (___) of class aggregate base.
Driveway construction shall conform to attached drawing.
�' SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times.
R10 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 Cit
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of
Quinta forces to preclude delay or interference with State of City of La Quinta projects.
R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when 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 ti,
these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be no.
upon completion or replacement of all survey monuments for proper project clearance.
R 33 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. h
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 tc
facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corre
R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet of open trench before backfill operations
begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection o
traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No
excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction
material is actually on the work site.
R15 BACKFU.i. MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for pu:
of producing an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable (spongy o
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or re
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
three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in an•
a relative compaction of 95 percent shall be attained with the structural section of the roadway.
Rl BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the tre
before flooding or a maximum of five-foot (5') lifts where trenches are of excessive depths. Care is to be exercised that
backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the re
compaction shall be not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compacti,
Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. VA
jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be contir
R18 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than
feet and a mi.iimum 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 t
Standard Specifications, Division of Highways, State of California, dated January 1973.
R19 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing br service h
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent rept
Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State
California, dated January 1973.
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
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 consis
two inches (2") of SC -800 shall be placed immediately. A permanent patch of winches A.C. surfacing placed on
iaeh elese base shall be placed no later than days after completion of temporary road repair.
K_61 -77v/6
R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced
completion of permanent repairs.
R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quints road right of way shall be
accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the tr
public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new locz.
Trees to be removed shall be in sections which can be handled safely without interference or hazard to highway traffic.
entire width of the tree stump shall be removed and disposed of so that no debris remains in view of the highway. The
hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where is becomes necessary
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 th
surrounding ground, whichever is the greater compaction as determined by the impactor field method. Compaction tes:
comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 19'
SPECIAL CONDITIONS --PERMIT NO. 2349
--- DENBOER ENGINEERING ---
In addition to the standard permit conditions, the following shall apply:
1. All work shall be performed in accordance with the latest edition of the Standard Specifications
For Public Works Construction.
2. Permittee shall be responsible for providing continuous dust and erosion control. All disturbed
areas shall be permanently stabilized as directed by and to the satisfaction of the City Engineer.
3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day
and more frequently if required.
4. 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 5:30p. m.
Saturday 8:00 a.m. to 5:00p. m.
May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00p. m.
Saturday 8:00 a.m. to 5:00p.m.
Work shall be prohibited on legal holidays including Sundays.
5. Permittee/contractor 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.
6. 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). It shall
be the permittee's responsibility to detour and barricade this site.
7. Street closures shall not be permitted. A minimum of one travel lane on paved surface shall be
maintained with flagmen at all times.
8. Prior to excavating, the permittee shall contact Underground Service Alert at 1(800) 422-4133.
9. 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 Quints. .
Special Conditions - Perntit No. 2349 Page 1 of 2
SPECIAL CONDITIONS ---PERMIT NO. 2349
continued
10. All work shall be coordinated with the City's contractor and others working within the area as
directed by and to the satisfaction of the City Engineer.
11. All backfill and subgrade soil shall be compacted to 90% relative dry density, all backfill soil.
within the top 2' of finish pavement surface shall be compacted to 95 % relative dry density, all
base material shall be compacted. to 95% relative dry density.
12. All excavations at or near the travel way shall be backfilled and paved at the end of every work
day as directed by and to the satisfaction of the City Engineer for the protection of the traveling
public.
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. Permanent pavement replacement section shall be one inch greater than existing.
16. Permittee. shall sawcut the asphalt 1' into the street the entire width of the driveway plus suitable
conforms to create a acceptable butt joint and to minimize vehicle turning movement damage to
the edge of pavement.
17. The pavement replacement section on Jefferson St. shall be a minimum ' of 3" of A.C. over
compacted native.
18. Permittee shall install the following signage in the project vicinity.
1) W5 -Curve Signs, high in sheeting w/graffiti proof overlay.
2). W6 -Advisory Speed Plates, 40 MPH, high intensity sheeting w/graffiti proof overlay
3) W7 -Side Road Signs, high intensity sheeting w/graffiti proof overlay.
19. Prior to the installation of the traffic signs, the permittee shall obtain approval from the City for
the proposed locations of the signs.
Special Conditions - Permit No. 2349 Page 2 of 2
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NOTE:
With proper validation
this form constitutes an
encroachment permit
CITY OF LA QUINTA
DEC 1 3 1994CIn OF LA QUINTA
APPLICATION FOR PERMIT
PU 5C NSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mann
EC
13
1994
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIO
Wj
S i s ys- PUBLIC WORKS
Subdivision Improvement Permit — Class III
GATE: Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION
(Street address or'Ceseription of Location) > �LfL ;✓onE �v �j/p �}.�E SS
PUgPOSE OF CONSTRUCTION T/E /ri TU NEw Sketch (a cit construction plans if appro ► ���
Pum P 5 i7RT)ON S Irk
DESCRIPTION OF CONSTRU ION �2 /VENT TO c✓A}-7ae
M A rN 1 17 cs�F? o� 5 sryv jO n e—
AGLE6 �2 G t e9 5 (I i-� si w,4.9 AK4 e2 I10 AD
DIMENSION OF INSTALLATION OR REMOVAL
�-
SIZE OF EXCAVATION, IF NEEDED 2 ' 71% L4>< y 4
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST S b O 71 C( PJ rti I°Tie1_ L t NK' -:5 ~
(Including removal of all obstruction, materials, and debris, ba kfilling, com• F I 19.<:1 �i4V/Nt- I
paction and placing permanent resurfacing and/or replacing improvements) — J #`r 4441 �Di71 ..4lj
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnih,-defend and save the City, its authorized e9sntt, officros, repnessntativu and amployeas, harmless from and against any and all
Penalties. liabilities or on resulting from daims or court action and rising put of any aCCdam, loss or Gntaae to parsons
or Woo"r----•—.�
happening or occurring as a proximate "'suit of any wort undertaken under the permit granted purswnt to this application. 1
Notlty the Administrative Authority at law twenty -tour (241 hours in advance of the time when work will be started.
CorrtplY with all soolitable Gtr Ordinances, the temp and conditions of the hand all applicable and of efts City of
V Quints and to pay for arty additional replaartsent necvtah, as the of work.
V 165"
Mature of t or Agent >�
X Cry d, 0 G� (N r N r� AWED �ax�ST, 6 8 -17 `mss �4T L 6 3Z-�7'2��
Name of Applicant (please print)
Business Address Telephone No.
Name of Contractor and Job Foreman Business Address
_7
ee
`7
Contractor's License No. City Business License No.
X a���fvE w rC452 X &AC- I S 7
Applicants Insurance Company GEy, LIABILITY 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 S D !
Permit Fee ..10.00—
Penalty
10.00
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
Received by Date
Recorded by
1 v8PJ
PERMIT VALIDATION
PERMIT NO. (j
DATE APPROVED
EXPIRATION DATE /15
DATE ISSUED
By
Administrative Authority
TELEPHONE: (619) 5642246 .
1
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T = f Ric r• i � r'. � _*. L
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