2582NOTE:
With proper validation
this form constitutes an
encroachment permit
CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
W>R.# 236026
54146-432
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 I I I
DATE:- February 20, 1997 Minor Improvement Permit: Class IV
LOCATION OF CONSTRUCTION 47-650 Dune Palms/Ave 48
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Install 8371 of 4" Plastic Sketch (attach construction plans if appropriate)
main in Ave. 48
DESCRIPTION OF CONSTRUCTION Trench in earth
SEE ATTACHED CONDITIONS
DIMENSION OF INSTALLATION OR REMOVAL
SEE ATTACHED SKETCH
SIZE OF EXCAVATION, IF NEEDED Ogen trend earth
APPROXIMATE TIME WHEN WORK WILL BEGIN 3/l/
APPROXIMATE TIME OF COMPLETION
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:
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 damagetopersons 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 th.b time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rulesyand regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work.
Name of Applicant (please print)
Siggnat�,ire of Applicanf or Agent 1'
P.O. Box 3003 Redlands] CA 92373
Business Address
A.
f,V r
(909) 335--7879
Telephone No.
1
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 —0' -
Penalty 0"
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $ '0—
Receipt No.
Received by Date
Recorded by
50
PERMIT VALIDATION
PERMIT NO. 2582
DATE APPROVED 2/20/97
EXPIRATION DATE 4/15/97
DATE ISSUED.
`S • %x/20/97
Administrative Authority
Telephone: (619) 777-7075
NOTE:
With proper validation
this fon" constitutes an CITY OF LA Q,UINTA
ahcroadhment permit
APPLICATION FOR PERMIT
W�
2_5(OC)Z(.0 --PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
SL1-1 4e-y-3� .
For the construction of -public or private subs, driveways. pavements. sidwlralks, parking lots, sewers, vrater mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
2,zu`�Z
Stabdivision Inlprovefhent Permit — Class 111 T�
DATE: _1_�-9 7 Minor Improvwre- Permit Class IV
LOCATION OF CONSTRUCTION 47650 Dune Palm/48th Ave (Thomas Bros 849-J4)
-
_��—vxcsaz. ras�[iC3Si�1I1 �i a L R HV
1:trMt addnn or OneNiption Of Laeatienl
PURPOSE OF CONSTRUCTION, 7-4-1'1p LL B 3 7l o f
OF CONSTRUCTION
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION. IF NEEDED open trench earth
APPROXIMATE TIME WHEN WORK WILL BEGIN 1-97
Sketch (attach construction plans if appropriate)
5G AITAgAep 5 FETCH
CITY OF LA QLgNTA
APPROXIMATE TIME OF COMPLETION JAN 2 1 1997
ESTIMATED CONSTRUCTION COST S
(Including removal of all obstruction. materials, and debris, backfilling, own- ����' �" WORKS
paccon and placing permanent resurfacing anchor replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
lnden nity. defatd and sae the City, its sudtorissd aentp. officers, nuesmUtWo and ernplavew harmlas fran and against any and all
penalties. liabilities or Ion reaultine frau daims or nowt action and arising out of any aec wm6 Ion err damper to parsons or property
happsnine or owurruw as a pmaimale nawit of arty work undertaken under dw permit chanted purtwet to this application.
Notify the Administmiwe Authority st bess evnntyfour 1241 haws in adrense of the time when work will be aartd
Can 01V wish all aWmabie City Onlinatssk the to and amuliti ns of the pwmit arc all applies big rules end regulations of the Citr of
1r Cuinse ale to per for aur additional rsalaaarrsut nhaeeseerr as ter natlt this wort"
>i'igftattrrof APOieantorent AgERMIT COORDINATOR .
SOIITHERN c-nr.ZFARt3I::�cn'_Q`' _6_ Roy Anna'' Rtxnr.nntnS .r•ng�»� (909) 335-7879 Lynn'
Naar of Appliant (pleees print! _ iluinees Address Telephone No,
Rich Isaacs or Jon Black (9'09) 335-7628
Name of Contractor and Job Foramens Business Address
Tel pt Na
Contractors Limes No.. City Bwinw Lianas No. .
Applicant's Insurance Company Polity Number
FEE& Subdivision Improvement Permit. -Class III
Public: improvements: 3% of estimated construction costs
Private improvemmu.- 3% of animated construction costs
Minor Improwonrnt Permit — Class IV:.Sw attaerd echo"
Inspection Fee
Permit Fee
Penalty
Cash DepositSunty Band
A'S required
QIP- _
TOTAL:
i
Receipt No.
Received by ate
PERMIT VALIDATION
PERMIT NO. z 5-9z—
DATE APPROVED — Z ,'' '17
EXPIRATION DATE `� — ZS r 9 7 -
DATE ISSUED 2-20—? 7
By
Administrative Authority
Recorded by ' TELEPHONE: (8191 584-2248
The following General and Special Provisions are attached to and made a part of Permit No. -�� Z
GENERAL PROVISIONS
The following shall always apply:
ENROACEM ENT 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 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 Quints 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 if 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 drainageE*
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
t6 paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used
s -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 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 Cit of L
City a Quints 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.
UTILITY CLEARANCE: (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with 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.
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 (P).
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 constructed in conformance with City of La Quinta Standard #207.
R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
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.
RIO SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the
manufacturer's specifications.
11 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 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 ties to
these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified
upon completion or replacement of all survey monuments for proper project clearance.
R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. Method
of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating
equipment be used to excavate prior to cutting of pavement.) Excavation material shall be placed in such a position as to best
facilitate the general flow traffic. Prior to final paving operations, -my damage to pavement straight edges shall be corrected.
R14 LIM1T OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet of open trench before backfill operations must
begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the
traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No
excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction
material is actually on the work site.
R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing 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.
R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be'placed in lifts of not greater than
three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but iL any case,
a relative compaction of 95 percent shall be attained with the structural section of the roadway.
R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 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.
R18 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000
feet and a minimum of one (1) test on each road. One (1) copy of each test shall be forwarded to the City Engineer for
approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the
Standard Specifications, Division of Highways, State of California, dated January 1973.
19 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.
R20 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 3000 linear feet of trench has been excavated and backfill operations completed, but in no case shall the
placement of the temporary pavement exceed a five (5) day limit.
R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC -800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a
inch class base shall be placed no later than days after completion of temporary road repair.
/ RZy7/ 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 upon
completion of permanent repairs.
R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right of way shall be
accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling
public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump shall be removed and disposed of so that no debris remains in view of the highway. The stump
hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where is becomes necessary to
restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate signs, flagmen and or
barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the
surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall
comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
SPECIAL CONDITIONS --PERMIT NO. 2582
. --- GAS CO ---
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.
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:OOp.m.
May 1st to September 30: Monday -Friday 6:00 a.m. to 7:OOp.m.
Saturday 8:00 a.m. to S:OOp.m.
Work is prohibited on Sundays and all holidays observed by the city. Work is allowed on
Saturdays only if special arrangements, including payment of overtime inspection fee, have been
made two (2) working days prior to the desired Saturday.
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 Quinta.
Special Conditions - Permit No. 2582 Page 1 of 3
SPECIAL CONDITIONS ---PERMIT NO. 2582
continued
10`. Backfill compaction within improved street rights-of-way shall conform with Section 306-1.3 of
the Standard Specifications For Public Works Construction (SSPWC). All backfill soil shall be
crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections
200-2.2 and 200-2.4 of the SSPWC. Native soil shall not be used as backfill material.
Compaction tests (one per 300 linear feet of trench) shall be provided for areas of excavation large
enough to accommodate compaction equipment. For areas of excavation than that which would
accommodate compaction equipment, controlled density fill (CDF) or any equivalent sand slurry
mixture shall be used. As an* alternative CDF or its equivalent may be used for all areas of
excavation eliminating the need for compaction tests. Material tickets and compaction test results
shall be submitted to the city.
11. All excavations at or near the travel way shall be backfilled and paved at the end of every
workday as directed by and to the satisfaction of the City Engineer for the protection of the
traveling public.
12. All landscaping, irrigation, decorative rock, decorative concrete, lighting etc. shall be replaced
to its original condition.
13. Access and egress to all local properties shall be maintained at all times..
14. Permanent pavement replacement structural section shall be one inch greater than existing, or 4"
minimum, which ever is greater. A.C. mix. design shall be approved by the city prior to
placement. Permanent paving shall be- completed within 7 calendar days from completion of the
work.
15. Permittee shall notify the City Engineering Department a minimum of 48 hours prior to any work
in the street (i.e. paved areas) at (619) 777-7075 when the work involves lane closure(s) in a
signalized intersection or within 500 feet of a signalized intersection. Permittee may be required
to submit a site-specific traffic control plan for review and approval prior to commencing work
at or near a signalized intersection.
16. Work hours at signalized intersections or within 500 feet of a signalized intersection are typically
from 9am - 3pm to avoid peak traffic periods but may vary depending on the location of the
intersection. The permittee will be notified by the City of specific work hours (if different) during
the 48 hour notice period.
17. All backfill shall be mechanically compacted in lifts of eight (8) inches or less. Jetting or flooding
of backfill material will not be allowed unless otherwise specified by the City. .
18. Contractor/permittee shall stabilize any soil that was disturbed (shoulder areas Etc.) as a result
of work performed under this permit.
19. Trenches in the street section shall be permanently paved within seven days after completion of
the work unless otherwise approved.by the City.
Special Conditions - Permit No. 2582 Page 2 of 3
SPECIAL CONDITIONS= --PERMIT NO. 2582
continued
20'. ' Where trenching is performed in any P.C.C. or A.C. improved area the trench shall be saw cut
an additional 1' on each side of the excavation area and a butt joint created. The edges shall. be
saw cut to straight stable unyielding edges. Feather joints are not acceptable.
21. Prior to placement of any gas. facilities Permittee/Contractor shall coordinate with Manuel
Montes at GTE CA Inc. (619) 864-1715, City of La Quinta, John Freeland (619) 777-7045 the
city's consultant Korve Engineering Jimmy Simms (909) 884-4777 regarding coordination with
GTE utilities and Ave 48 improvements as directed by and to the satisfaction of the City Engineer.
22. This permit is only for work within the City Right -of-Way.
23. The city has designated by ordinance certain city streets as Truck Routes. The weight limit for
restricted streets (i.e. streets not part of the Truck Route network) is three (3) tons; trucks
exceeding. the weight limit, may use the restricted street if making a delivery or pickup on the
subject street., or, if this permit specifically grants permission to use the street to deliver street
construction. materials and/or equipment.
24.. Permittee/Contradtor shall provide the City of La Quinta with "As - Built" drawings signed by
a registered Civil Engineer (CA) or Licensed Land Surveyor (CA) certifying the. elevations and
the horizontal alignmentof the gas facilities installed under this permit.
Special Conditions - Permit No. 2582 Page 3 of 3
UNDERGROUND SERVICE ALER
CALL TOLL FREE
1-800-422-4133
TWO WORKING DAYS
BEFORE YOU DIG !
PIPING LEAK TESTED
AT P.S.I. WR• 236026
FOR HRS. AND/OR MIN TOTAL FEET INST'D
:SEE SYS. INS. •184.0150: INSTALL MAIN WITH AT LEAST32* COVER BELOW FLOWLINE TOTALFEET RETIRED
BY DATE RE E
COUNTY RIVERSIDE
TIREM NT
PERMIT ISSUED BY
PERMIT NO.
DATE MOVED NOTICE O
oar YE M L N
REASON: N/A
LA OUINTA
ON JOB, OPER. DATE:
OFF. JOB. DATE.
DISTRICT DESERT
CREW FOREMANCOMPANY
TRACT N0.
YEAR C.P.
PLANNED BY
ATLAS
M064.63
INSTALLED
RICH ISAACS
STAKED
0
COMPANY FACILITY:
SO. CAL.OX P.L.S.0
NO.
OPER. 20% OR OVER
S.M.Y.S.
J. BLACK
STAKING REO'D
a
INLAND EMPIRE
REGION
CATHODICALLY PROTECTED
YES NO®
AT LESS THAN 207. X
DISTRICT SUPERVISOR
NO STAKES NEEDED
W.O. 64146-132
ORD. CODE
-