0799 (2)• 4 , , �; •r The following Genera! and Soectal Provisions are attached to and made apart of Permit No.
: , n <GENERAL PROVISIONS
.r tAy The following shall always apply:'
! ,ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta rightof wav
ONLY. Whenever construction extends'wnhm private property. it shall be- the re56onsibdity of the permittee for his contractors) to
secure permission from abutting property owners. Such authorization must be secured by the permittee Drior to starting work.
r'« + i,TRACKLAYINGCONSTRUCTIONEQUIPMENT: Cleated tracklaving, construction equipment shall not be permitted to operate on any
paved surface unless fitted with smooth-faced street pads. All mechanical outriggers snail be fitted with ,rubber street shoes to protect
the pavm during excavations. Rubber-tired
g g 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 it the pavement is marred. City of La Quints shall request s
that these portions of road be resurfaced over theirentire width. Resurfacing shall consist of one coat of two inches (2") of A.C.
1 =surfacing plus appropriate seat coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City It
;,.. Engineer or La Quinta City Public Works Inspectors. Suitable detours and det6ur signs shall be placed and maintained forthe duration
t pf the project. The City shall be notified 24 Hrs. in advance of any traffic detours or delineations.
7,tr... u ' CARE OF DRAINAGE STRUCTURES:,Anv 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
;�- r necessarv,to remove or cut existing drainage structures. City of.La Quinta shall be,notffied 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 '
�• rh way. All paved surfaces shall be broomed clean of earth avid 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
4
i immediately after backfill. } ' t
' DE-WATER OPERATIONS: If de-watering operations are reouired and pumps are forcing weteron Citv of La Quinta roads. it shall be
the responsiodity of the Dermatee Icontractorl 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'prooertyowners and emergency venicles.'ln the event it is felt by the permittee that he must close a street for
h . any length of lime. permittee shall contact this office to obtain the necessary permission.
'' _. • SPECIAL PROVISIONS .' • '
* v The follwing shall apply ONLY when indicated:
R1*, NOTIFICATION: Permittee shall notify the City at 564=2246 at least 48 hours in advance of starting construction.
12 CASH DEPOSITS OR BONDS"A cash bond or an approved surety bond in an amount of not less than S .
• • shall be furnished in the name of City of La Quinta to cover all work involved in the restoration of the various La Quinta
«4 y 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 .
e, (-R3` UTILITY CLEARANCE: (Substructuresi Prior to making any excavation within the City of La Ouinta right ofwaV 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.
4 : R UTILITY CLEARANCE: (Surface structuresi No work shall be done under this permit until all utilities are clear of the
i - • A proposed work site. The permittee snail notifyall 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 ofnot less than - andinconformancewithCityofLaQuintaRoadImproveImentStandards
and Specifications. Ordinance x461.
u "r - R6 PARKWAY GRADING: Area between the property line and too of the Droposed concrete curb shall be graded to a slope of
1 4 inch to one foot 11'1. k'
t { •-;�=�. y ' - R7 GRADES 8i STAKES: City of La,Quinta snail establish grades and stakes for the proposed concrete curb and gutter
' ,• 2. , construction.
R8 GRADE CHECKING: City of La Quinta shall check grapes upon receipt of plan and profile and/or grades as established by
a licensed engineer. t4.
<,R9 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/ or curb and gutter 1 iee"shafl be
Y removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb. matchingdoncrete gutter and
r _. concrete driveway[ approach shall be constructed in conformance with City of La Quinta Standard n207.
�.5 R10 ` DRIVEWAYS. A.C.: Driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the 1 `
+ ).t + property line and the existing road paving shall be 2-1:2 inches of A.C. paving placed on !_) of class-
PI
lass s .+ aggregate base. Driveway construction shall conform to attached drawing. '
•'n + w ' ' 31 I CULVERTS: A :nch diameter I !culvert shall be installed with the invert approximately 1 -1 %2
ncnes Delow and in line with the existing flow line. Culvert installation shall conform to the attached drawing.
s
i" R12 SIGHT CLEARANCE: Sight clearance of 600 feet in either direction snail 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.
A14 ,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 A
- City of La Quinta forces to preclude delay or interference with'State or City of La Quinta projects.
R15' 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 andcorrectly
• 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 rempval of any monuments. Thisofficeshall
be notified upon completion of replacement of all survey monuments for proper project clearance. '
.,,
RD-31,_'
•
R16 Sl Y MONUMENTS: Prior to excavation or oemnninq of constr, inion, ai survev monuments snail be tied out by City
of .. luima and suitable payment or guarantee or payment snail be mace as reimbursement for all work-involved.
R17 PAVEMENT CUTTING: Pavement will be mecnanically cut to a straight edge prior to excavation. Method of pavement
cutting snail be approves through the office of the City Engineer. (Under no circumstances snail excavating equipment
be uses to excavate prior to rutting 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 snail be corrected.
R19 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1.000 lineal feet of ooen trench before backfill operations must
begin. All excavations snail be property barricaaea 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 mace unless the construction
material is actually on the work site.
R20 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable(spongyor
saturated material) which is encountered during excavation shall not be usea for backfill. but snail 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 13•) and vibrated using vibrotamper or eduivalent 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.
R22' 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 15') lifts where trenches are of excessive depths. Care is to be exercised thatthe
backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall be not less than 90 percent or equivalent to the surrounding ground, whichever isthe greater
compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain
the water. Where jetting is used. the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuous.
R23 COMPACTION TESTS: If so required bythe inspector, compaction tests shall be made at intervals of not more than 1.000
feet and a minimum of one 111, test on each road. One 11) copy of each test shall be forwarded to the City Engineer for
approval andfiled prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the
Standard Specifications. Division of Highways. State of California, dated January 1973.
R24 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service tine.
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 snail 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 temporar, [ vC•I CN\ CAbeCU a fi.a ;51 day iii-nit.
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 olaced immediately. A permanent catch of inches A.C.
surfacing placed on a :nch class base shall be placed no later than days after completion of
temporary road repair.
R27 PAVEMENT REPAIR: F.A.S.: Uoon completion of backfill and compaction, a temporary patch consisting of two inches (21
of cold mix paving (SC•8001 shall be placed immeaiately. A permanent patch of three inches (3••) of A.C. surfacing shall
be placed on six inches 16"1 concrete base as directed, but not later than fifteen (151 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 9461.
R28 FOG SEAL: A fog seat coat consisting of an application of asphaltic emulsion snail be applied over all patch areas as
determined by the City Engineer.
R29 SEAL ARMOR COAT: A seat coat consisting of an application binder and screenings snail be aooi:ed on all patch areas
where such seal coats existed Prior to issuance of this Permit. Seal or armor coats shall be aopued as suecif ied in Section
37. Standard Specifications. State of California. Division of Highways. datea January 1973. Work of pavement repair to
be accombfished by a licensed contractor engaged in the ousiness of pavement repair.
R30 STREET RESTRIPING: Where street striping is still visible on streets to be excavated. sucn striping snail be replaced upon
completion of permanent repairs.
R31 TREE RELOCATION OR REMOVAL. Tree relocation within the City of La Quinia road right of wav snail be accomplished
by a licensed, bonded and insures tree service. and handled safely without interference or hazara to the traveling public.
It shall be the responsibility of the permittee to maintain the tree to a vigorous growing condition at its new location
Trees to be removed shall be removed in sections wnich can be handled safety w:tnout interference or hazard to highway
traffic. The entire width of the tree stump snail be removed and disposeo 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 tothe
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 snail 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 ORNAMENTAL TREES shall be accomplished to
the satisfaction of the City Public Works Inspector.
e. Abutting property owners shall be contacted, in all instances, prior to trimming or topping trees.
f. Pruning shall, in all instances. be at the shoulder of the crotch to insure even, fast healing in all cuts of two inches
(2••) and above in size. Sealant shall be applied to all cut sections as directI c io....-
- ----CONDITIONS
ADDITION- ENCROACHMENT: PERMIT No. 9
R3.4
Work..shall be coordinated•with the City o_.La Quintals.
forces to__preclude delay'or interference with the City of. La
"
Quirita'.s. prod ects . j • t
� •R35.
Contractor shal-1 .comply with,.the. local noise ordinance and 4
,�f'•construction
operations and maintenance of,equipment within
one half'`mile of human occupancy shall be performed only
during the time periods as follows:
October ist° to April 30;: Monday -Friday. 7:00a.m. -5: 30p.m.
., Saturday 8:-00a.m:-5.00p.m. ,
..May' 1st to "September. 30 Monday -Friday ,6'':00 .1m. =7 00p.m. i
`
:• Saturday. 8:OOa.m.-5:,00p.m.
t
'kWork shall 'be ' prohibited anytime on Sunday",and Federal ?'
..holiday..
f R36
Traffic control'shall be as per Cal Trans Traffic Manual•:, '
Field adjustments indetouring .shall be` accomplished as
"''directed in order to adjust''to actual,, field conditions. It `
shall be the contractor.'s responsibility,to. adequately
barricade-a'nd'.
arricade'and detour •this site. A -Traffic: control plan shall "
be,'submitted for approval'by.=the'City Engineer. `
F
7
»
R37
, ' All ,excavation at or near 'the ,travel way shall be backfilled _
r at the end of thework day, for the.protection of the
traveling public
R38
J r �
''Street closures sha•114tnot'°be" allowed at any time.
�^ R39
'A minimum.of one travel lane.,shall be maintained at all
times with flagmen .during working hours. "
q
R40
-Prior to work .starting; Underground Service Alert shall be.
,,contacted at '1-800-4'22-41.33 and an "inquiry' number" shallx.,be
„
provided to the City PublicWorks Inspector.
17
�' • : R41 .
backfill subgrade' soil shall be compacted to nothing ;
.All,
less'than 90% relative-'drydensity, all backfill soil within
tine .top 2' of finish paveirient.'su`rface .shall be compacted- to
nothing,•less than,95%relative'dry density, all base,`
material` shall be' compacted to nothing` less than 95%,'-
'
relative `density.' ' t
,dry •
R42
In the event that any -existing landscaping is`distrubed,
during the course of.,this works said landscaping shall- be
.-replaced in kind within ,15 days. { `
R43
a,
If the work is to,:bd performed. by- forces ,other than' -that of.
'
.utility``company, the• contracting company will:be �.
,.the
required to apply for an addi_ ti•onal encroachmen't•`permlt
'
.,and pay, the appropriatefee.
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NOTE:
With propervaiidation!)i�
this form constitutes:an CITY' OF LA DUINTA
encroachment permit
o- APPLICATION FOR PERMIT
PURL' ICw WORKS:.CONSTRUCTIOW+ (ENCROACHMENTY
For the construction of public or private curbs, driveways, pavements; sidewalks, parking- lots, sewers; water ;m@iftsj",,.•
and other like public works improvements -in connection with MINOR IMPROVEMENTS'and APPROVED SUBDIVISIONS'ti
J Subdivision Improvement Permit — Class Ill
DATE: Minor improvement Permit ClassziV —mow
LOCATION OF CONSTRUCTION:'
(Street address or Description of Loeationl*
PURPOSE OF CONSTRUCTION -am u L) �°�Dflle
6Sketch lattlilgh construction plans if appropriate),,
D�L CRIPTION� CQNSfRUCT10fj'- C'/�
-C't�' l►P i',nA/ /moi S'V. c'f>o%7�
DIMENSION OF INSTALLATION OR REMOVAL A
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN cL' 279
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $
(Including removal of all obstruction; materials, and debris, badkf•Illing, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnefv,.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 propariy-
happening or occurring as a proximate result of any work undertaken under the permitgranted 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/s all appliosble,rules and regulstions•of the -City of
La Quints and to pay for any, additional•replaearnent-tin N rwas the result -0 thfi rk:/% /j
Inspection Fee
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
S
Received by . Date
Recorded by
PERMIT VALIDATION
PERMIT NO.
DATE APPROVED
EXPIRATION DATE
DATE ISSUED
By
Administrative Authority
TELEPHONE: (619) 664-2246
Q Si' ature df Applicant
%Y
Aor-,Agent
nt)'
Name of Applicant (pleaTinv_S")z3e�
Business Address
Telephone No.
,_/
� rV/1
S,
..
S�i�l E
Name of Contractor and Job Foreman
Business Address
Telephone No.
Contractor's License No. "
City Business License No.
r ;
M Applicant's Insurance Company
s
Policy Number
FEES: Subdivision Improvement Permit —Class III
-
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
NO
lr
Minor Improvement Permit — Class IV: See attached schedule
'
Inspection Fee
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
S
Received by . Date
Recorded by
PERMIT VALIDATION
PERMIT NO.
DATE APPROVED
EXPIRATION DATE
DATE ISSUED
By
Administrative Authority
TELEPHONE: (619) 664-2246