3810ith proper validation 2
is'form:constitutes an
•� . - CITY OF LA QUINTA
ericroacliment permit' • •. , � ®R
APPLICATION FOR PERMIT -
ti
PUBLIC WORKS. CONSTRUCTION (ENCROACHMENT).�"
k' OF9ti
' For the construction of public o:r private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
�kand other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit — Class I
beewber 27 2002
DATE: :,•� Minor Improvement►Permit Class IV
LOCATION OF CONSTRUCTION Tract 2183"'.., t6keads aty 4 Mountain
` •Z (Street address of Description of Location)
PURPOSE OF CONSTRUCTION TO bU11A ISi>C`O"26Ott Sketch (attach construction plans if appropriate)
for si ster`Iftily, cams3ln ty
DESCRIPTION OF CONSTRUCTION E90SAA'a dtsi��a csrzta " '
f Uw • an4d t Y
"DIMENSION OF INSTALLATION OR REMOVAL # � stsGht 3i $ i �33tioa8a i
SIZE OF•EX.CAVATION,JF NEEDED ? ''
.,,.APPROXIMATE TIME WHEN WORK WILL BEGIN D404mbe 27a 0
' APPROXIMATE TIME OF COMPLETION January 20,. 2003
... 230,830.00
4 .ESTIMATED CONSTRUCTION COST $
(Includi4removal 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, liabil.ities 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 world.
�•' •, i; -,cam `%-,,�' 4(4 {{@ yp1,ry{ j ,• ). _
ua
.]'sed Signature of Applicant or Agent �• ,
*Vto Plif"I io 0cl40tta41i Tot. 16940 Von Kanwo &vs. 0200 • trvitks (949) 442- 1'99:," .'
Name of Applicant (please print) Business Address A Telephone No. ;
�;€i a ouill�9�%�e "1>t'�t,
T ,
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 D �
I?ublicfimprovements: 3% of'estimated construct osts
. `� j
Private. improvements: 3% of estimated construc n cosJAN 2003 A
Minor Improvement Permit —Class IV: See attache sc edule x" '
C924.90 cITY nF LA QUIN1i 38,10
n F INANCE DEPT.
I s ection ee $ ' P IT VALIDATION ERM
P,
1..i30.00 i s
Permit Fee PERMIT NO. ' 3a-1 ?
Penalty ' ^' bacagiber 27 2, 002
' i.Cash Deposit Surety Bond : DATE APPROVED
if required t�>x�;I'�� ,31,p ��� .
• , • 01 .r EXPIRATION DATE.
TOTAL: $ ' `� t•,c ,� , y I'
x i DATE' ISSSU� ,ED -
Receipt No. aiti5
BY
'Received by Date Administrative Authorit
• ° � �t lf�, ` .; . , 'Ir`' 1«°®f�?•e' '1�.%i�34r:w � y
Recorded by. ' i °� .
' ','��`� y� _ Telephone:.(760) 777-7075 ,,.F
NOTE:
With proper validation , 2
this form constitutes an -
encroachment permit o
' ..
CITY OF LA. QUINTA .
.APPLICATION FOR ,PERMIT. �
PUBLIC WORKS -CONSTRUCTION (ENCROACHMENT).c_
For the construction of public or private,, curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains'
y and other like public works improvements. -in connection with MINOR IMPROVEMENTS and APPROVED'SUBDIVISIONS
Subdivision Improvement Permit = Class I II .
DATE: December 27. 2002 Minor ImprovemehVPermit,Class IV
1
LOCATION OF CONSTRUCTION Trgcc 2�538-4;, i.es anda Wey 6 Mountain Vieor•".Drive
i
(Street address or. Description of Location)
PURPOSE OF CONSTRUCTION. To build imurovemente Sketch (attach construction plans if appropriate)
'for sinstlik family co nits
DESCRIPT,ION'OF_CONSTRUCTION faying.• drainage. curb'
�� ���xt�e�r�� s�tresi� 9Emnxsaae�en�tst. usKl,�;lla3os.
fine satmda
DIMENSION OF�'INSTALLATION OR REMOVAL **See *Attar hed Speclai Conditions**
Trmra ` �n i-- 117 • ste-ins .
SIZE OF EXCAVATION; IF NEEDED .
APPROXIMATE TIME WHEN WORK WILL BEGIN Asa"er -27 2002
APPROXIMATE TIME OF COMPLETION January 20, 2003
ESTIMATED:CONSTRUCTION COST $ 230'.$30.00
(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.
` Signature of Ap'plicant'o� Agent
. .If3uC Fie>�8e ,
Weatarb Pad lfi.c Houeina, Iuc. 16940 Von --.Carman Awe. #200 Iirvine f949) .442-6199.
Name of Applicant (please print) Business Address Telephone No. .
LAWO Hoeiiths, tnC. Irv3,ne
Name of Contractor and Job Foreman Business Address Telephone No.
6757f19: 67S3.
Contractor's License, No. City Business License No.
Will -it! -,North American. Inc.. 5B <083547 00
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class III D
Public improvements: 3% of estimated constructs c stsJAN .0 2003
Private improvements: 3% of estimated constructs osts 0
Minor. Improvement Permit = Class IV: "See attached sche T OF LAQUINTA $ qnn
FINANCE DEPT.• y V
Inspection Fee $. 6,924.90 PERMIT VALIDATION
Permit Fee 100.00
PERMIT NO. 3810
Penalty
Cash Deposit Surety Bond DATE APPROVED December 27. 2002 `
if required EXPIRATION DATE March 3.4 2003
TOTAL: $ 7,024.90
DATE ISSUED December 279 2002
: Receipt NoB .,,.
y
Received by, Date i Adm`nistrative-Authority
Vitpor° Motet,. A9s38tant iAeer .I
Recorded by - 'Telephone: (760) 777-7075 '
�* ► ..12/19/02 THU 08:48-FA,X 7.14 442618�• .. `
l sr IN04
t s TO; `? 1949-142618E . P =
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f ihls for.n clomtlunrs on
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nr-01mtirt pumit`; ` :a CITY OF LA'DUINTA ;
, ,4 4r '
. x APPLICAY'ION',FOR PERMIT 3'
f UBLlc WORKS CONS 14UCY'IOIY'(EfYCROACHMENT)
•i Fur tilt: mn<trucrton of 1putrltc or pXlvRla curbs,'tRlwtr.np,, fhtwrixmpts, xit%-aiko,•pork,lhg lot,, pgry%rnt wata�.h5:rinr - I • -
-" itndetWIlkr..�,ipllCwork:imp;v.mttgrIuItrmrTiretjpnwifhMINORIMPROVEMENTSpnQAPt'�OV[;P�rBDIVaCI0y5
PATE _4I�. �!�' re' Sut+diNislon Imptryvrmarrtptlmlt ^ C v t 1{1 `� ,, t _
_ �. r (� Nlrrnr lmprwnlir..rtxPn+rnh Glnso.ty
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F - IytlrlvL n�dr•r• or Dnr�tyrlar• of 1. �.n��1 � D� - -{ - • �I ' -
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D
ESCRIPTION
4
+� DIM
ENSIaNOK INSTALLATION on EMgvnL , �• r
'^
Si7.F. OF!. AYION, 1 F . _ EO , t ;
APPROXIMATE TIME; EN I R,.. e+ - •t;
A('PPGXIIuIo,TF. TIM[ O L•`YI _
ESTIMATL.D CCINSTRu , p. J h (�. t CCP k. LcTi� I/YC7( D
(IOtIVdInP romornl n11 0 n, a , m - Is, u d.tl i , n nor axn•�I—' "`f `-P'.. _
- Pnrt%orr and alRCihp pnr m" t r rf001 q tn4/o iRtprotra rmIF) --
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In C+rn9ldurntion o4 du n I Q119 mlt, [iiP.APPllesht hrMd'b Agfrn6 rp; • • �. s. -
r nannrtr(y', dtrrtnd 17 X" , Crty, In: nurnorttna .rmr . vvrKrns. rnP,ewotYrlow. wrd .*npiw•tcW_ anrmMtn hym And epttlnrr n.,p rme eil
Prnttld-t, 119oultlrs- r FUt rnnuM69 ►rt Ctnlmo Ar Calrrl tnetion ann mr'%:Aq out er Mri •w-�anrA, Icpt or es. (nrt ty •,e'v.n. nr • • i v'or•nrnr •f ntT. J•
- r • _ ,• hePPAnln� of otvurrino rre n otv.lrrgra rrwulr of mry ►.ori itndtstn�Cn 4no�r rnrt rmnttlt nnt^n>!S PVn-rn..aio ml: •ppn•.rrtfnn.
Norlfy the ACMImIvfR1IM A-4K+rlh v hr d 0ti r*r6.t I%4) he,ra In an..r.er .4 Ina IrmC wtnn ..or1. t+111 Sa rwr.nn. e,.
C:, ttply wary rlirzpr.11er,brr* CI!r ,.0rd InnT-9m, chrr normr. nno wrrdhMm or on t • f parmlr nr�d ..li nrplbtAkt Hite, end rvFlstlunonr. nl .,n^ City or. 4`-
tA, Ou1rtt9 00 to PAY Por errY mdcll,7onn1 irpinecrrn•M nrnttrary at On "t It rrr this wont. - • .y
y L Signmim of Apokvnt or pent • i — ~ 2'
9�. `4- 1 l �� I� C2. UD►�D. dC '�.i�11 k�1Yr�i' .24t
NNOtr Of A lhnt f lees%, rint; • -,�s - PP P P I Otn•mrzz nddrnm 7lop�no N
f I f
LA �i?lp - �L`NO ", - a C10,
NnmD'M CPntramur And Job Fhr*.n1Rn Hu.=innYs Addrr^.S
-
Controcror'a LlCnn�, Nti , 7 ,� C:iX �I • 5 �.. I f �L.i! 4 !' _ •.
ti fj Clay liuslrwan.l.IwnFn No.
i � 6 C P �i-� l�c$'•/iGY' ( �-_ _ � 3 i22. CI `rz� �5'•'t�'I C� Li '` - ��=
APPllcont's Immim, Company Po{Iry Numhnr, '
'• PEES: Subdiloklon Immo•mmnni PRristft--CIP'a III }
Nbllc Irnproormrmr.;: 3% of un(rn lied sommiction eo"I'L t `
Priwa.Ihipro.A-twnss: 3%of entIn-wed coneeruct{on cusr: " �' •. - -
. MlnorlmprowrnrfltPrrn'tlt-Cfos614:Fieatwrhrrdscllt�ula `4
PONT'
VALIDATION
Pgrmic fee l 5(n I .
PERMIT NO., -
Canh Drtpv3Iz-- ,-.ry Dond -�7 PATE APFFF011 EP
? FneVftnd
EStPIf1ATIOly DATE
'TOTAL: F _
r. `0ATE I -LIED
PeCelpi No. —
Admrnfaroib.n authprllV -
fin A
cordW by
r- -
Telepilor>9: pao1.777-7a75 ,..
DEC-19-2002 THU, Go:45 , . TEL: ' NAME:, ,
{ ' Z • � � e � ,1'y .t Y, F
City of La Quinta
+, • The following General and Special Provisions are attached to and made a part of
�. Permit Number 3ej(0 o
The following shall always apply:
' ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way-
-ONLY.`
+' Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission'
-.-P� P p Y+ P Y p _ r P
'from abutting property owners. Such authorization must be secured by the permittee prior t to starting k ng work.
_ ..• .•, , �•.��
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any,paved
surface unless fitted with smoother -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 operation 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 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 City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. r''°• , y:, n
CARE OFt.DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or
cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains; #.
shall be kept free of debris at all times for proper drainage.
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right'of way. All
paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line
and drainage'ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving., Water tanker -.,r'
'shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill.
DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be.the .r
responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.. • ,t , " '':
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.
JThe following shall apply when indicated:
® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7075 at least forty-eight hours (48) -in advance of starting'
,. construction.
®' R2 , UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized
' by permit, the permittee shall contact* all concerned utility companies relative to, the location of existing substructures.
Damage to existing substructures resulting from operations conducted under.this permit shall be the sole responsibility of the `
permittee.
❑,R3 zta UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities`are' clear,of'the ' "F
r proposed work site. The permittee shall notify all concerned utility companies of the proposed work. . , _ - w ` " } . "' ri w, , •t
❑ R4 A PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
? with ( ** N/A ** ) inches of A.C. paving placed on (, ** N/A ** ) .inches of ( ** N/A ** ) aggregate sub -base course having an
""R" value of not less than (** N/A") and in conformance with the City of La Quinta Road Improvement Standards and,,.
t 'Specifications, Ordinance #461.
❑ R5 - • PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of, •'
f ^ , one-fourth inch (%") to one foot (1'). - j' °
` ❑• R6 • - GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
• .. , 1. ° � !,.
❑ R7" ' ' f CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (**tN/A'** ) feet shall
be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
a, a 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 properyr„
line and the existing road paving shall be two and a half inches (2 YZ') of A.C. paving on (** N/A **) of class.( **.N/A.** v,,
r , • aggregate base.
®. R9 . SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in -all directions shall be.assured'aiid maintained at all
times.
' ❑ R10 '.. SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall complyrwith the"
` ° manufacturer's specifications. °• - 1 ' n•.
'.:..-. '
City of La Quints . • _ r F;'.
ii
® R11 _
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 or City of La Quinta projects.
® R12 c,
SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
`
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
+
-
_ 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 clearance.
®rR13 x G
PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
,
= k
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
'
used to excavate prior to cutting or 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 one -thousand feet (1000') 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 t
of producing and adequately consolidated backfill. Ant 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. y
++
® R16` _
BACKFILL SAND:,Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
® R17,
BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
• ;
trench before flooding or a maximum of five feet (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 not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
t
' • '
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 watery
'
supply shall be continuos. ,
,
® R18
COMPACTION TESTS: if so required by the inspector, compaction test shall be made at intervals of not more than one-
'
r
thousand (1000') feet and a maximum of. one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
j
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
® R19 ;
COMPACTION TESTS: If so required by the Inspector, compaction tests shall be madeforeach 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.
-
r
Compaction tests shall be made as outlined in Sections 6.3.001 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 two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed afterJ.
-
a maximum of three -thousand linear feet (3000') or 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 t
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 ( 4 ) inches of A.0 surfacing placed on a (6 )
inch ( crushed ) aggregate base shall be placed no later than ( 7 ) days after completion of temporary road repair.
❑ R22
FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied overall patch areas as
;.
determined by the City Engineer.
,
® R23 c ..
STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon
completion of permanent repairs. , • y
❑ 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 permitte 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 it becomes
necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') 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 ninety percent (90%) or
equivalent tot 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..
PERMIT NO.3810 . '
' L '• WESTERN PACIFIC HOUSING T. .;
-In addition to the standard permit conditions, the following shall apply: .
1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 §' 1 (part), 1982), all,
work shall be performed4n accordance with the latest edition of the Standard'Specifications For Public
Works Construction (SSPWC) and'as directed 'y and to the satisfaction' of the City Engineer.
2. ' WESTERN PACIFIC HOUSING", hereinafter, referred to as "Permittee", shall,b6 responsible for' A'
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. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the -
work site, the,Permittee shall comply with City'regulated work hours:' Operation and maintenance of
equipment within one 7half mile of human occuparicy shall be performed only during the following time
periods: - • ,' s y
October lst to April 30 Monday -Friday`,, 7:00 a.m. to 5:30.p.m.' • w
Saturday 8:00 a.m. to 5:00 p.m.
May 1st to September 30: Monday -,Friday ' 6:00 a.m to 7:00 P.M. ;
Saturday 8:00 a.m. to,5:00 p.m.,�
Work shall be, prohibited on legal holidays and Sundays: `
5.. , Work performed within 500 feet of a signalized intersection is restricted between the hours of ` 9 a.m.
- 3 p.m.' Traffic'control shall. be set up after 9 a.m. 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 intersectionis'to be alterediri any way.x
6. Pursuant to. Section-14.16.110 of the:La>Quinta Municipal- Code (Ordinance'l0 § 1 (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.
Pursuant to Section,' 14.16.250 of the La.,Quinta`Mumcipal Code: (Ordinance 10 §.1 (part)," 1982),
advance warning signs and traffic control shall be installed and maintained in' accordance with Cal
? • Trans Standards 'oi'the Work Area Traffic Control Handbook ('WATCH Manual). ' traffic control
plan shall be.prepared in accordance with the WATCH,Manual and submitted to the City for
review and approval;one (1) week prior to starting any construction: It shall be the Permittee's '
responsibility to appropriately detour' and barricade all construction sites.
' ' Special Conditions - Permit No3745 �4 +', Page 1 of 4 _
PERMIT NO.3810
'WESTERN PACIFIC HOUSING
Pursuant to Section 14.16:290'of the La Quinta Municipal Code (Ordinance 10 § L(part), 1982), street
closures shall not be permitted. •A minimum of two (2) travel lane of paved surface shall be
F . •,
maintained at all times.
.J `
8. Prior to excavating, ifrequired, the Permittee shall contact Underground Service'Alert at'1-800-422''
4133. It shall be the Permittee's responsibility to no- tifyyjhe Public Works Department of anticipated
excavation which impact City facilities, including but not limited to traffic signal conduits and loops, -
irrigation lines, electrical;conduits, and•storm drain facilities. '
9. Should additional 'work, materials, or modifications of theY'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'satisfactiori of the City Engineer at no cost to the
City of La Quinta.
10.. Pursuant to Section 14.16.370 of the La Quinta Municipal Code: (Ordinance 10 § 1 (part), 1982), -
backfill compaction within street rights of -.way shall'conform with Section 3.06-1.3 of the latest edition
of the Standard Specifications For Public Works Construction (SSPWC); except as otherwise specified
• herein: r t
• - -t _ t.
Native material may be used as backfill material provided that minimum compaction, achieved in the
manner prescribed,lierein' Js achieved: Backfill shall be performed by mechanical means; no water, ;
densified compaction via j etting or flooding' or other means shall be allowed. It shall be the Pen7iittee's ' •.,r
responsibility to provide appropriate geotechnical supervision, testing, and -inspection, onsite, at all • ''
times during backfill operations.
.Backfill compaction shall be achieved by the following conditions: t,
' A. When a firrri 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..' r
' B. -Backfill materials shall be brought to or maintained at an.appr`opriate moisture content for.
Compaction.,, The, appropriate moisture content range shall be established at the onset of the
M project and ensured, prior to use of the materials through progress testing on the stockpiles.
- R C.. The first length of trench backfilled shall be backfilled in the presence of the City, Inspector.
Compaction_ shall be ,tested at randomdepths .at approximate three-foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth
-of lift that can be'compacted. -
�! `Special Conditions - Permit No3745' Page 2 of 4
r
PERMIT NO, 3810 µ
' LL WESTERN PACIFIC: HOUSING t.• 4
D: ' If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be
taken.within the lifts to ensure that the full depth of the lift is compacted:. Upon satisfactory
completion of this portion.of trench: the City Inspector shall establish the maximum lift thickness -
. to be compacted for the remainder of the,project. "
t E. ` In subsequent lengths`of trench; the frequency of compaction tests shall equal one per each lift of
backfill,` per 3001inear feet of open trench, at randomly selected,locations within the open length
of•trench.
•F. • The depth of the randomly selected compaction tests shall also be randomly.selected except that ,
where multiplettests are required in a given length of trench; the tests shall be no closer than three
feet (vertically) from each other..
• - e .,
G. If any compaction- test fails, previously'placed backfill (in the same length of open,trench or
previous lengths of.trench) which. is represented by the failing,test (as determined by the City
Inspector), shall be -tested for compliance with compaction requirements. .• `
H.• All costs -incurred due to the conditions above shall'bebor'ne by the-Permittee.-Copies.of all test
results shall be furnished to'the City Inspector. `
11. %,All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if
t • within the existing travel way, at the end of every.workdayas directed by,and to the satisfaction of the
City Engineer for the protection of the public.. Lengths of open trench shall not greatly exceed that
• .which can not be backfilled in the same day. Excavated.trenches shall not be allowed open overnight,.
however, Permittee may leave a length of :excavated trench; not to exceed twenty (20) feet 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. - -
12. All landscaping, irrigation, decorative rock; decorative concrete,' lighting, etc:, shall be replaced to its
original condition. , "
.a ed
13. _. Access -and egress to all local properties shall be maintained at all times.--, _ r •. +
14. Pursuant to Section 14.16:375 of the La Quinta Municipal. Code (Ordinance 1Or§ 1 (part), 1982),
permanent pavement replacement shall be completed no later,than seven (7) days after the completion
�of the work. Permanent pavement replacement shall conform to the following conditions:
A. Existing asphalt -concrete pavement shall be saweut one (1)foot beyond trench edges: Edges sliall
' �be straight and clean. ;
Special Conditions - Permit No3745 �+ }. -Page 3 of 4
PERMIT NO.13810
` WESTERN PACIFIC. HOUSING
• �'}yam-s�. {•�• y ' i - -i. - j• `:- r ,i>
B.' Permanent pavement replacementstructuraLsection, within all trerichels, shall be V' thicker than
` existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed'
` miscellaneousbase, meeting the requirements of Sections 200-'2.2 and 200-2.4 of the Standard
a Specifications for` Public Works Construction. The replaced pavement,and base material shall be
,
compacted to 95%rela6e compaction and respectively tested; for each 300 linear feet.of trench.
f Verify exact structural'r'eplacement section thicknesses with the City prior to installation.
' = , C. 'Permanent pavement replacement shall be installed using'a, City approved 3.4" max medium„
' - asphalt concrete as the base,course lift and a City approved''/2" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its'placement.
D.• �Cold-Mill and Overlay -The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 . '•>r
feet with butt joint created next to the existing unmilled pavement surface.•The cold-milled'area
;
rand base,asphalt concrete in the trench area shall be overlaid'.with a City approved C2-AR-4000
asphalt.concrete mix.The width`' of the cold milling area shall be as follows:
` .' • . For longitudinal trenches located in a parking lane: two,(3)'feet outside_the sawcut removal
- lines. - -Y
For longitudinal trenches located in a traffic lane: two (3) feet outside the sawcut removal
r.
�•. 'lines, or to the lane line striping, whichever is.greater. ;
•' For transverse trenches acrossexisting street: two (2) feet outside the sawcut removal lines. `
E. If grinding and capping operation's are not performed in the same day as base' paving operations,
', .. the base course lift of " n ax medium asphalt concrete shall be installed from saw -cut edge to 3/4
' saw -cut edge flush with the existing "street surface. The base course lift_ of paving shall not be left
- 0.110, low in anticipation of grinding and capping. f '
F. Any existing lane striping or any existing`detour lane striping affected by this resurfacing shall be ,
t
replaced in kind by the Permittee;� as directed' by and to the satisfaction of.the City Engineer.
• ' 'Affected, traffic signal• loops shall be removed" and replaced ' in kind. The finished pavement
_
t a _ surface shall be smooth; congisterit,rand shall conforin to the surrounding grades.
_ 115. Permittee shall.permanently,,stabilize any and all soil that was disturbed as a result -of work performed
under this.permit with an approved dust control treatment. ;Soil stabilization shall be do_ ne immediately-' ,
' after completing the operation:=
;, Special Conditions'- Permit No3745 ' • ' ' Page 4 of 4
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