2773NOTE:
'With proper validation
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: $- $-"6
Subdivision Improvement Permit — Class III
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Trust 25353-2 Dosert Strum, Dr. & Ashley
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Lauscaping of l otentiou Usin
DESCRIPTION OF CONSTRUCTIONI"t4al LAST*=Am* anA
Irrigation
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 6"'3'""
Sketch (attach construction plans if appropriate)
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:
Soe, attached conditions
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.
1;01 +
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 A the result of this work.
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Signature of Applicant or Agent yP,, jZlo ft—FIC T y�( L j 1.,.•+
".eatury Crav ill Com. 1535 South 000 Street Situ Rernardinor CA ! ,+7
Name of Applicant (please print) Business Address
Telephone No.
R.L. Garret. Landscoplag
Name of Contractor and Job Foreman Business Address Telephone No.
71818$
Contractor's License No.
2120
City Business�License No.
1.49. Co. of State of Pennovlvanils b 6669A
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class I I I
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule �'+�`.+�' 2TT3,
4830 I? 9�
Inspection Fee
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
Received by
Recorded by
100
1000 (as builts)
$ 3930.00
Date
EMIT VALIDATION
PERMIT IVQ��4~ 2773
�tx
� T� APPROVED 8-3-95
EXPIRATION DATE 5-3-99
DATE ISSUED' $"4-9,W
By.
Administrative Authority
Telephone: (619) 777-7075
NOTE:
With proper validation
this form constitutes an
encroachment permit
CITY OF 'LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
DATE•(t�� Subdivision Improvement Permit -Class III +
' Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION ���'� 2�3�3 'Z'
�1-iL•.�-`tom VJ A�
(Street address or Description of Location) -
PURPOSE OF CONSTRUCTIONSC.�*J� r
t � Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION "
Q AFT 0&_j c- U IDlL��/
'SZCTIt�J-T) D N bk
DIMENSION OF INSTALLATION OR REMOVAL
Lo 4G .
SIZE OF EXCAVATION, IF NEEDED
,APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION �YUc I�iS�T CI�'QFLA QUIr11°A
ESTIMATED CONSTRUCTION COST $ 1 Ce 1. mon
(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 tc: PP��jjR,,••��(( ``
Indemnify, -defend and save the City, its authorized agents, officers, representatives and employees, h'a-P-1'•fi�nT'lftd-9gdW"19
penalties, liabilities or loss resulting from claims or court action and arising out of. any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
LA Quints and to pay, for any additional replacement necessary 'as TS thysewl�� is work. ,
Signature of Appli t Agent
i
i . N 1 lrlr 1V
Name of Applicant (pl ase print) Business Address I Telephone No.
L9091
Name of Contractor and Job Foreman Business Address Telephone No.
`7 Q15
7-4 2.,C,
Contractor's License No.
City Business License No.
I -s43 U o ':�-
2r. w 1
Applicant's Insurance Company GEN. LIASIL1Ty
Policy Number
' - FEES: Subdivision Improvement Permit -Class III
'~
Public improvements: 3% of estimated construction costs '•
a
Private improvements: 3% of estimated construction costs
Minor Improvement Permit - Class IV: See attached schedule
Y a 7 D
Inspection Fee $
PERMIT VALIDATION
0
Permit Fee
PERMIT NO.
Penalty
Cash Dieposit-Surety Bond
DATE APPROVED
,
H required! h^4�i�`�1� /CGr7
'EXPIRATION DATE
TOTAL: $ -
DATE ISSUED
Receipt No.
By
Received by Date
r Administrative Authority
Recorded by
TELEPHONE: (619) 777-7075
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.aµ Tire following General and Special Provisions are attached to and made a part,of Permit No.
GENERAL PROVISIONS Wi t ''
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The, following shall always apply: a ` t s ` " ' ` s • R r
ENROACHMENP,;ONPRIVATE PROPERTY This permit authonies.work to be accomplished within City of,La Quints right of
way ONLY. Whenever construction. extends within pnyate property, it is the responsibility or the permittee for his contractors, to,
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secure permission from abutting proerty owners. • Such authorization must be secured by the permiaee,priocto starting work. '._• 3
TRACKLAYING SCONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted ato on
operate
any pave,d.surtace unless fitted with smooth-faced street pads. All•mbcbanica_l,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 Quin' 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. ,
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e • surfacing plus appropriate seal cost as specified above.
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PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lightedand barricaded as deemed necessary by the
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City Engineer orla 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.
J
� CARE OF DRAINAGE STRUCTURES: Any d
•r`ai'nage 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
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T~' necessary to remove or cu[ existingdrainage structures, City of La Quints s6a11 �be'notified prior to commencement of this work.
,Drainage structures and open drains shall be kept free of debits at all times for proper drainage.
RIGHT OF WAY-CLEANUP: A0 surplus material resulting from excavation and backfill operations shall be`removed from the right
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of way: All paved-surfaces shall be, browned clean of earth and other objectionable materials'immediately after backfill and compaction.. r
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Existing gutter line and drainage ditches shall be replaced to their original'steadard or better. All excess material shall be removed
prior to paving. Water tanker shall be used. as required, to sprinkle the job site to keep-down dust conditions and shall be used • '
immediately after backfill..
DE-WATER OPERATIONS: If de-watering operations are required and ±pumps are forcing wateron City of La Qumta roads, it shall t
be the, responsibility of the permittee (contractor) to control this water and to provide off-street barricaderwhen 4
necessary.
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' CLOSING STREETS: No sheet shall be,closed. A minimum of one lane of traffic'shall be maintained at all times to provide limited
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' t !' ' access for the adjoiningproperty' owners and emergency vehicles." In the event it is felt by the permittee that he must close a stmt for '
any length of time, permittee shall contact this office to obtain the necessary permission... ry I ,-
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SPECIAL PROVISIONS '
Theshall apply when indicated:
"
(following
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4 r+ ' " �K '.' NOIMCA1ION: Permittee shall notify the. City at (619)777-7075 at least 48 hours'in adveace,of a�pitiag construction. t
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2 CLEARANCE: (Sub' tures) Prior to melting any excavation within the City of La Quints right of way
/
`ITTIIITY
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f authorized by permit,`the permittee shall contact all concerned utility companies relative to the location of existing r
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substructures. Damage to existing 'substructures resulting from operations conducted under this permit shall be the sole '
responsibility of the permittee.
/tC3�'UTILITY CLEARANCE: (Surface Strucmres) No work shall bedone�Zier this permit until all utilities are clear of the `
l� 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
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a a with inches of A:C_. paving placed,on inches-of class aggregate subbase course heviug as 'R',
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{ value of not lea's than and in conformance w[th.city of La Quinta Road Improvement Standards and '
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Specifications, Ordinance 8461. „^ r
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'PARKWAY, GRADING: Area between the property line and top of the proposed concrete curb shell be graded to a slope of r'
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1/4'inch to one foot (1').
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-GRADE CHECIQNG: City of-La Quints shall check grades upon receipt of plan and profile and/or�gradea as by
established
a licensed engineer.
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d • R7 +• CURB REMOVAL FOR DRIVEWAYS: 'A portion of the existing concrete curb and/or'curb and gutter Meet) 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 conformaace'with City of La Quints Standard 8207.
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Rg ! DRIVEWAYS: A C.'driveways shall be constructed as not to alter existing drainage Surfacing between
pattern. the property
line and the existing road paving shall be 2 1/2 inches of A C paving placed on ( ) of class ; .aggregate base.,
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' Driveway construction shall conform to attar hed drawing..
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R9 SIGHT CLEARANCE: Sighclearance of 600 feet in all directions shall be assured and maintained at all times. -
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R10 '+ SOIL STERILIZER.Tae area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the
manufacturers specifications. '
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 i J-URVEY 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, any damage to pavement straight edges shall be corrected.
R14 LIMIT 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 life of not greater than
three feet (T) and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case,
a relative compaction of 95 percent shall be attained with the structural section of the roadway.
R17 BACKFILL PLACEN ENT: 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 (S) 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 ig 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 (I) 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
tandard Specifications, Division of Highways, State of California, dated January 1973.
R19 MPACTION 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 platted 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.
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.
R23 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.
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E_ CIAL'CONDITIONS--PERMITNO.27.73
SP
Century \Homes /R.L. Garret Landscape --=
Ir> addition to theistandard permit conditions; the following shall apply
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k_ 1 = Pursuant-to-Section�14.16:320'ofthe La Quinta'Muhicipal•Code (Ordinance'10f§11 (part)", 1982), all r _
A ;' work shall.be' performed m accordance with the latest edition'of the Standard Specifications\For ° ° x
,
Public Works Construction (SSPWC) and as directed by and to the satisfaction of the'City Engineer
= :2.' Century Homes, hereinafter.`referred to as, 'Permittee;',\ shall' be responsible tfor providing continuous,
dust and erosion�control. �» `?
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3. , 'Streets'shall be kept clean. They shall be completely cleaned at the end of each`working day.and ,
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-required. more frequently if ` ..
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4 Pursuant to'Section 6.08.050 of the La Quin'ta Municipal'Code (Ordinance 18 § 1 1982), throughout t. "
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• . = i the work site,` thel;P.ermittee shall"�coihply with City regulated work hours.. Operation and!`w
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maintenance of equipment within one=half.mile ofhuriian occupancy shall be'performed only.,during
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the following time, periods: g ._ ,
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.October l st to April 3.0: Monday -Friday 7:00 a.m. to 5.30 p•m.
Saturday 8.00 a.m, to'5:00
w p.m.
t•. _ '?" e. _ - .. C w .alt, ^.G Y
" t ~ May nl st to September 30: .L Monday -Friday 6:00'a.m to 7.00 p.m:
x ; Saturday 8:00 m.to 5:00 p.m:
. ,Work shall -be prohibited on lega'tholidays and Sundays.
Work performed within 500 feet of a signalized intersection is restricted -between the hours of 9 a.m.
3 p.m"Traffic controlshall be set up after 9 a in. -and removed before 3 p:m: The Permittee shall .;
contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894;if signal
operation at'the intersection'is to be altered in anyway. `' ; , ' ",. }' ' '�
,Pursuant to Section 14.16 110 of the La Quints Municipal Code (Ordinance. 10`§ L(part), 1982),
Permittee 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.. ''' �. ,.; .• *.
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7 Pursuant to.Section\ 14.16.250 of the:La Quinta'IVlunicipal°code (Ordinance 10 §,1 (part), 1982),
'� •� . , advance warning signs and traffic control shall be installed`and'maintained in accordance with -CAI,
�s ` Trans.Standards,or the. Work Area Traffic Control.Handbook'(WATCH Manual). A -traffic control' K
,.
:' t'`•4 %-1 plan,•.if required; shall=be..prepared in accordance with the. WATCH-Manual'and\ sub mitted\to,the$y..
r ; , 1 Cityforreview and approval, one Q•),week prior to starting any construction., It shall be;°the,
,.� Permittee's'responsibility to•appropriately detour and barricade All construction sites. t• ' \;•
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,a Special Conditions - Permit 2773 fi '' <> r" �« Page 1 of 4 r
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SPECIAL CONDITIONS--PERMIT NO: 2773 {' '
` } FCentury Homes/ R.L. Garret Landscape �� x
.8 "Pursuant'to Section 14.16.290 of the La Quinta Municipal Code,(Ordinance.l0"§.1 (part), 1982),
street. closures-,shall.not be permitted'. A minimum of one travel lane of paved's'urfa
ce shall be
�y --maintained with flagmen-at all times.-
9.
imes:9. Prior to-excavating; if required, the Permittee shall contact Underground' Service Alert at,1400-422 a.
'4133:'It shall-be the Permittee': responsibility to notify the Public Works Department of anticipated , ?' .,•
- excavation which impact "City facilities,`including but not limited to traffic signal conduits and loops,
a
-'irrigation lines,, electrical' conduits; and, storm drain facilities.
10: ' Should' additional work materials or- modification's of the work be, required inorderto, meet City ty-. '
r 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.
'I l.'* 'Pursuant to Section 1.4.16.370 of the La Quinta Municipal' Code (Ordinance 10 § 1 (part),-1982),',, -
backfill compaction within street rights-of-way shall conform With Section 306-1.3 of the latest
_ edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise
specified herein. - '
Y Native material may. be used as backfill.material provided that mm inimucompaction, achieved in
the manner prescribd herein; isachieved:' .Backfill shall be performed•by mechanical means; no
t water densified compaction via jetting or flooding or other means shall'be allowed. It shall be the
Permittee's responsibility to provide appropriate geotechnical• supervision, testing, andnspect
iion, '
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"onsite' at.all,times'during backfill operations.
s Backfill compaction'shall be'achieved by the following conditions:
en a firm foundation is not encountered due to soft, spongy or other unsuitable material; _
such material shall be removed to the limits.directed by the Geotechnical Inspector and/or the
City Inspector and the resulting excavation backfilled with pipe bedding material.
y ; µ B. Backfill materials shall be brought to .or maintained at an appropriate moisture content for
compaction: The appropriate moisture content range shall be established at the onset" of they
�:•' pr`oject and `ensured•pri' r tTo use of the materials through progress testing on the stockpiles.
C. fThe first length of trench,.backfilled shall'be4backfilled'in the'preserice of the,City.Inspector.
Compactiowshall 'be`tested at random-depths at approximate.three-foot vertical'intervals as
backfill•is placed to.ensure the.effectiveness of the compaction methods and to establish the
` x "`depth of lift that can-be compacted.
�" r _D If lifts greater .than one foot are attempted-in this trial•lengtti of trench, 'compaction tests shall
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be taken within the lifts-to ensure that the full depth of the lift iscom acted.: U on satisfacto _
P P p �'` '
completion of this portion of trench; the City Inspector shall establish 'thie maxiriium' lift
thickness to be compacted for the remainder of the: project. . ,
. k,' 'Special Conditions?- Permit No. 2773 " " v.. Page 2`of4-
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- , SPECIAL CONDITIONS --PERT NO. 2773 -..t
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Century Homes /.R.L''. Garret Landscape ---
�,� '`• �`F. -,In subsequent lengths of trench, fhe frequency of compaction tests shall equal one per•each-lifft
• t y {� rof backfill;:per 300 linear feet of opeitrench,•!at randomly•"selected locations within the"open r
-length"' ftrench._ t ., . k . , .
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G. 'The-deptkof the'randomly selected compaction testsshall also be'randomly selected except
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that multiple tests are' required'in'agfven length of trench; the tests'shall be no closer,' t -
r than three feet .(vertically) from 'each other:, t
- � •. ., .- ,�_ 'gi" .. r4 �o_
H. If any compaction test fails, previously placed backfill (in the same lengt h of op en trench or,'
.;previous lengths of trench) which is represented by the fa <lug test (as determined byahe;City + .
' Inspector); shall be tested for'compliance with compaction �
requirements.;
I. All -costs incurred due to,the conditions'above shall be borne by the Permittee:, Copies of all ,
test results'sliall be furnished'to the City Inspector:.
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. ,n �12 '.All excavations within City of La Quinta right=of way shall be backfilled, and temporarily"pave d`if
within the existing travel way; at the end of every'workday=as'direct_ed by and to' the satisfaction•of f -
x. "the City Engineer for the protection of the public. Lengths -of open trench shalf not: greatly exceed
;that which can not be backfilled in the same day..,'Excavated trenches -shall •nof be allowed open .r
overnight,•however, Permittee may leave a length of excavated'trench, not to exceed twenty (20) feet Ar
q r _ in length; open, overnight at a point where construction will -begin the next day, provided that this '
' length of trench is completely covered by steel' plating _t '
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landscaping, irrigation, decorative rock, decorative concrete; lighting, etc., shall be replaced to
its original condition. _ • -
' `14! 7, Access and egress to all,local properties `shall be maintained atalltimes.
15.i Pursuant to. Section 1,4.16.375 of the,La Quinta Municipal•,Code'(Ordinande.10 § 4 (part), 1982),; . `.
`.permanent pavement replacement 'skll='.be completed no.. later than seven (7);4ays after the ='" r
.completion of the'' work. „ Permanent pavement replacement Rsha11 "conform, to, the following'"
conditions:,,
Existing asphalt concrete` pavement'sliall b_ a sawcut one. 1) foot beyond+trench edges. Edges
t , shall be straight and clean. r• 4 ' '
t
B.4 . Permanent, pavement replacement structural section,.within all trenches, shall'be I!'- thicker ,
{ , -than existing'of asphalt concrete over the. same existing thickness`of crushed-aggregate.base, • ., _ `' "
Mir 1 � ' or`crushea miscellaneous base; meeting the requirements of Sections 200-2.2 and 200=2.4 of
— .the Standard Specifications for Public'. Works Construction.' The replaced pavement.and base a
f.
material shall be{compacted to 95% relative compaction and respectively tested, for each ,300 w ..
linear•:feet of trench.. Verify exact structural replacement section=thicknesses;with the City ; >,
prior, to installation.
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,Special Conditions -.Permit No. 2773 � %_• T Y Page 3 of 4
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SPECIAL CONDITIONS -`-PERMIT NO. 2773 'T
Century Homes /,R.L". Garret Landscape
C. Permanent pavement'replacement shall be stalled using a City appro/4ved max
inmedium
` asphalt concrete as the.base course lift arida City approved'/2" max medium finish course -lift .
x+ . for capping.-Asphaltconcrete' mix design shall be approved by the City prior to its placement:
`D. ° =For transverse trenches across improved streets, the existing pavement surface, three` (3) feet "
on.either side of the excavated trench, shall be cold -milled to'a depth 6f 0.10', with'a "butt" ..
- joint created, along each edge of the cold -milled area, and a new 0.10' lift "of'/2" max medium
_ asphalt, concrete pavement overlay applied throughout the •cold -milled area
E. For longitudinal trenches within improved streets, the ekisting pavement'surface,-.through'the+ '
lane width (within=lane line striping), shall be cold -milled to a depth of 0.10', with'a "buttt
-joint created along each edge of the cold -milled area,'and anew' 0.10',lifft of/2" max medium F
asphalt concrete pavement overlay
xF _capping, applied throughout the cold-milled area~.
F. If grinding and oPerations'are not Performe'd'in•the same'daY as base
°
Paving.'�
..
operations; the base course lift oV/4". max medium asphalt concrete shall be installed_ from
-
SAW -cut edge, to .saw -cut edge flush with the existing street surface.: The base course lift of `
' ' F paving shall not.be' left 0.10' low in anticipation,of grinding and capping.
F' Any existing lane stripingaffected by this resurfacing shall be replaced- in=kind by -the �
Permittee; as'directed by and to the satisfaction of the. City. Engineer. Affected traffic signal
f 3 loops shall be'removed and replaced in kind. The fmished pavemerit surface shall be smooth' ,r
consistent, and shall conform to the surrounding grades.',
16., ' SPermittee shall'notify the City, of Quinta Public Works Departinient`a minimumof 48 hours prior•.
to -commencement of any construction at (760) 777-7075. '
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` ;17. Permittee shall,, stabilize anysoil"that was .disturbed (shoulder areas," etc.) as a result of'work 4
R performed under this permit with an'approved dust control treatment.
` 18. Pursuant to Chapter' 12.56 of the La Quinta Municipal Code'(Ordinance 10 §;1 (part), 1982) the City,
s, ;'1: ,_ has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e:, streets
3 not part of the:Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a , .._.
` ",, • restricted street if inaking'a delivery or pickup on the'subject street, or if this permitspecifrcally,
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grants permission to use the street to deliver street construction materials and/or equipment.:. :
19. Contractor/permifteeshall keep project areas watered down on'a daily basis to help prevent airborne
-` Ydust and to aid water distributing equipment in keeping the soil moist in'tlie event of high winds:
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20. ' The City of La' Quinta reserves the right to revoke,, suspend'or void this permit at any time.
2.1. , . Permittee shall install improvements per the landscape • plans approved by the City Engineer form-,
the retention basin within tract. 25363-2. " )
Special Conditions Permit No. 2773 ' y} ' Page 4 of 4 '_;" ; .,