1517i�NOTE- !
proper validation
this form constitutes an. CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
H
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
a-
For We construction of public or private.; curbs, driveways, pavements, sidewalks, parking, lots, sewers, water mains
and other like public worksimprovementsin connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
' rte., •
Subdivision Improvement'Permit — Class'III
DATE: Augaet -20• 1992' t�' Minor Improvement Permit Class IV
` LOCATION OF'CONSTRUCTION W"hington'and x -111
(Street address or Description of Location)
Water 11>ae connect toM C
,PURPOSE OF.CONSTRUCTION• � _ Sketch (attach construction plans if appropriate) '
Connect' •• µ
DESCRIPTION OF CONSTRUCTION $$$ ATTACHED '"CONDITIONS,
DIMENSION OF INSTALLATION OR REMOVAL 75' 'of trench SEI ATTACHED' SKETCH n f
SIZE OF EXCAVATION, IF:NEEDED Vdee p
APPROXIMATE -TIME WHEN WORK WILL BEGIN. -G-2092 qw
• APPROXIMATE TIME OF COMPLETION 4 days `
ESTIMATED CONSTRUCTION COST $ 2.800.00
(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 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.
+ ignature o Applicant or AgentId, Field Office 654--8581
Near C41.Calrp 600 Central Ave. Bldg. A Lake Eleanor, CA (714)2455400
Name of Applicant (please print) Business Address -Telephone No.
FIC Development i. 30520 Rancho California Road Temscula,CA (714)695-4414
Name of Contractor and Job Foreman Business Address Telephone No. .
A637022 2537
Contractor's License•No. City Business License No.
Stato Fund " 1270994-92
I
Applicant's Insurance Company X Policy Number
FEES: Subdivision Improvement Permit —'Class 111
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule 1517
Inspection Fee $ 120.00 PERMIT VALIDATION
Permit Fee
10.00
Penalty "
Cash Deposit -Surety Bond
if required '
TOTAL: $ 130.00
Receipt No.
Received by Date
Recorded by
PERMIT NO. t''51�11�i.8$`9�3(3.4Q qG:y
DATE APPROVED 8/20/92
EXPIRATION DATE
DATE,IS U D 8/20/92
By _
Administrative Authority
TELEPHONE: (619) 564-2246
PUBLIC WORKS CONSTRUCTION (ENCI;OACHMEN') �G�
I For 'the constructl�on>t,of public or. private, curbs, ,drlVeways, pavements, sidewalks, Irkir lots, sen+.
�. , a r P' ) water mains
�t 'sand ot'le like public works improvements in connection.iYvith MINOR IMPROVEMENTS rid i,PPROV D 1BDIVi5IC,NS
c
Suhdivision Improvement Permit — Class III _
DA TE1..4 1992 ?�b , —
1. Minor li +provement Permit Class IV
LO+)A7;ION°00 CONSTRUCT{ON Washington and -Hwy 111
(Street`aiidress or Description of Location)
P RPQS-FF Q—F;ICONS"fRUC CION ✓ N t pN
Sketch (attach construction I lans if appropriate)
ESCRIPT ON OF; CONSTRUCTIO
r►r a SEE ATTACHED CONDIT] SNS . "
Ft o-
!'S t¢•',
SEE ATTACHED SKETCH,
por
ai'fin y Iq Q JSI_' , LATyION OR,REMOVAL r a-%
i��:�i htn_;of-wa urea- `' " � :: • ;,�.
SIZE EXCA1/A .1 NRI NEEDED
ri l ;A
:APPRO IMATE T.ME WHEN WORK WILL BEGIN
OXIMFIT�i, pF,Cy
- : OML,
ESTIMATED CONST
RUCTIONC.OT}gy
�•e�
lntaluding_removal iofaalPobstruction;materials, and debris, backfilling, com-
pactl n abn Iactng permanent resurfacing,and/or replacing Improvements) -
�• .� , F "4'r�'t'
In onideration of the granting of this. permlt,•the .." �f. applicant, hereby agrees to:
Indemni defend aril save'.itie° #`
:
�� .p- ter':, City;` �ts;.authorized agents;, officers; representatives and employees, harmless.from and against any and'alLr
penal s, 1iabllt�tie11 s or loss.resulting from- claimsioOcourvactiort'and,arising out of any accident, loss,or damage to persons or propel y
hRip peniPD pc occurringas a proximate result of any¢ work, undertaken under the permit granted pursuant to this application.
`l•,` ✓ti. C+t -. tJf ,F.0 x�"3kJ Cart!�i
Notf the Administrative Authority atSSleast twenty four (24)+hour's m advance of the time, when work .will'be.s arted. t
i F liv)a •�' .i.. {^i ':
e'JJ�omply`with,.all al?cable City„Ordances the:;termsendcooditions.of the,permirt-and all,app+licable rules,ad regulations of the City of
l:e Quihta andito pay for anyadditional replacement necessary as the'result of this work.
is fix. •. • "�' afi `i:`�� K r`J x�"k�ia�'3' is �-� rya ,i ,^ ., ..
' r Slgnaiure of ppllcantor Age y `+
N a Cad . =, g fez SL/— 6S,%
600 Central Ave. Bldg AIiake Elsinor, CA (714;2�.;i-;'. • .
�` Pl cant(P print):,
Name of+A I lease rent , x; �, Bu ess Address
rr 30,5 2-2,
:r rLG:�o r(�{�rdr.`Ni•fi.y �.. �lepho Ro.
Na'm ofrC ' actors
+ n ooemani,cBu"slness.'Address ZO
. Telephone No.
wvC.�`. 752 S > 7
Co ctor's Ltceri 'Na.f ts�. r ° +^
,.. , mss`. ,r.. Cify El'
ense No.
iv�CBP6046207-92
APPllcant's s-u n"`'Co parry '�'" 6 Polic
,._ a -� y.Nurnbr'r
sC t. }+'rY r *4, 1Ip:1 LY: { -
FEES: tSuh,lvllo ,1;Mprpvement Permrt'—Class 111
` r �4 fir.
P.ubGt; Improvements �3% of estimated,constructfon costs r ... , ;
•� a) t ix :-
Private impcovertl .— of esti mated•constructlon costs
Minor Jmprovernent�Py�ea'ra`ymlt=tClass IV See attached schedule
�+•. 't ! rTer s:a' Y ..y� ��4x%� jtt 1^`i�'',A ```i y ,.{V?�a i� 4 ,*� i 1fi. <
Inspe.aon;,F-
}yu PERMIT VALIDATION
Pel?. 1 Fee t' , L, D,CJs a�
t ti
PERMIT NO: q "`x',t -8 % S/ 7•
Cd h] eposi ,Sue i• "d ' , R F , fa. ,> *' DATE;APP OWED ' s f
�•, „- EXPIFIATION DATE - x ��
The following General and Special Provisions are attached to and made a part of Permit No. --ZEI 7
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 permittedto 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, spelled, or broken during the term of this contract, or if the pavement is marred, City of La Quints shall request
that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C.
surfacing plus appropriate seal 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 Quints City Public Workslnspectors. 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 Quints 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 Tob 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 Quints roads, it shall be
the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited
access for the adjoining property owners and emergency vehicles. In the event it isfeltbythe permitteethat he mustclose a streetfor
any length of time, permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The follwing shall apply ONLY when indicated:
0 NOTIFICATION: Permittee shall notify the City at 564-2246 at leasours 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 Quints to cover all work involved in the restoration of the various La Quints
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 .
UTILITY CLEARANCE: (Substructures) Prior to making any excavation within the Cityof La 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.
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 Quints 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 Quints shall establish grades and stakes for the proposed concrete curb and gutter
construction.
R8 GRADE CHECKING: City of La Quints shall check grades upon receipt of plan and profile 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 Quints Standard #207.
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) -1/2
inches below and in line with the existing flow line. Culvert installation shall conform to the attached drawing.
9SIGHT 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.
COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or
City of La Quints may conduct in this area during the period of this permit. Work shall be coordinated with the State or
City of La Quints forces to preclude delay or interference with State or City of La Quints projects.
rly 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 to the removal of any monuments. This office shall
be notified upon completion of replacement of all survey monuments for proper project clearance.
)-31
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.
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.
R1 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1,000 lineal feetof 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.
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 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.
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 (51 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, compaction tests shall be made at intervalsof 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.
POne
COMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service line. (1) copy of each test shall beforwarded 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.
R27 PAVEMENT REPAIR: F.A.S.: Upon completion of backfill and compaction, a temporary patch consisting of two inches (2")
of cold mix paving (SC -800) shall be placed immediately. A permanent patch of three inches (3'1 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 safelywithout interferenceor 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 necessaryto restrict traffic, the work shall be restricted to a maximumof 500feet 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 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.
I. Pruning shall,.in all instances• be at the shoulder of the crotch to insure even, fast healing in all cuts of two inches
ADDITION ----ENCROACHMENT PERMIT NO. 1517 ----CONDITIONS
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 Work shall be coordinated with the City of La Quintals forces
to preclude delay or interference with the City of La Quintals
projects.
R35 Contractor shall comply with the local noise ordinance.
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 30: Moriday-Friday 7:OOa.m. - 5:30p.m.
Saturday 8:OOa.m. - S:OOp.m.
May.lst to September 30: Monday -Friday 6:OOa.m. - 7:OOp.m.
Saturday 8:OOa.m. - 5:00p.m.
Work shall be prohibited anytime on Sunday and Federal
holiday.
R36 Traffic control 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 Traffic control plan shall
be submitted to the City Engineer for approval prior to any
work in the travel way.
R37, All excavation at or near the travel way shall be backfilled
at the end of the work day, for the protection of the
traveling public.
R38 Street closures shall not be allowed at any time.
R39 Ingress and egress for local properties shall be maintained
at all times.
R40 Prior to work starting, Underground Service Alert shall be
contacted at 1-800-422-4133 and an "inquiry number" shall be
provided to the City Public Works Inspector.
R41 No pavement cutting is permitted in the traveled section of
the roadway on Washington St.
Additional Conditions — Encroachment Permit No. 1517
Page 2 _
R42 All backfill subgrade soil shall be compacted to nothing
less than 90% relative dry density, all backfill soil :within
the top 2' of finish pavement surface shall be compacted to
nothing less than 95 relative dry density, all base
material shall be compacted to nothing less than 95%
relative dry density.
R43 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 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 part of the plan,_ a note shall be included
stating that the registered civil- or structural engineer
certifies 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
provisions of the Construction Safety Orders.
R44 Contractor/permittee shall be responsible for the control of
any fugitive dust that is created by his construction efforts
or a result there of.