2296NOTE:
WitWproper 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
Subdivision Improvement Permit — Class II I
DATE: 1-24-95 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Calle Tampico at Seasons Way and Desert Club Drive
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Sewer and Water installation Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION Trenching, asphalt removal and
replacement, installation of sewer and water pipe See attached conditions
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 1-25-95
APPROXIMATE TIME OF COMPLETION 2 weeks
ESTIMATED CONSTRUCTION COST $ 44,375.00
(Including removal'of all obstruction, materials, and debris, backfilling, com-
paction and placing, permanent resurfacing and/or replacing improvements)
i
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 XPplicant or Ag net
E.G. Williams Development Corp. 42600 Cook St., Palm Desert, CA 92211 (619) 341-6880
Name of Applicant (plea`se print) Business Address Telephone No.
Jones Bros. Const, P.O. Box 905 Coachella, CA 92236 347-2291
Name of Contractor and Job Foreman Business Address Telephone No.
172092 1231
City Business License No
SMP 53536
Contractor's License No.
United National Ins. Co.
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 1331.25
Permit Fee 10
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $ 1341.25
Receipt No.
Received by Date
Recorded by
2296
PERMIT VALIDATION
PERMIT NO. 2296
DATE APPROVED 1-24-95
EXPIRATION DATE 4-25-95
DATE I SUED
By-%lih-)
Administrative Authority
TELEPHONE: (619) 564-2246
•
t,/ 4
78-495 CALLE TAMPICO - LA OUINTA, CALIFORNIA 92253 (619) 777-7000
FAX (619) 777-7101
PUBLIC WORKS DEPARTMENT
RECEIPT
DATE: 2/2/95
I
RECEIVED FROM: Williams Development Corp
ADDRESS: 42-600 Cook St. Suite 135
Palm Desert CA 92211
AMOUNT: $1,341'.25-. CHECK No. 7024
FOR: Encroachment Permit l{ 2296
BY:
CAWTORMST025.wP
MAILING ADDRESS - P.O. BOX 1504 - LA QUINTA, CALIFORNIA 92253
NOTE:
With proper validation
this form Constitutes an
encroachment permit CITY OF LA OUINTA
APPLICATION FOR PERMIT
-PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private Curbs. driveways, pavements, sidewalks, parking lots. sewers, water maim
and other like public works'Improvements In connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
DATE:- 1 I 1 Subdivision Improvement Permit — Class III
Calle Tampico at Seasons ana Uesef t!
LOCATION OF CONSTRUCTION Y
.Club Drive
PUBPOSE OF CONSTRUCTION Sewer. and water
! oo - up
DESCRIPTI N OF CONSTRU ON renc ,
removal an r ac
ins a a io ��-
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION_2 wee S
ESTIMATED CONSTRUCTION COSTS 4 4 , 3 7 _.0 ff
(Including removal of all obstruction, materislt, and debris, backfilling, own.
paetion and placing Permanent resurfacing and/or replacing improvements)
Sketch (eta =a1%.-Mction plans if appr4Wiirwi
In consideration of the granting of this Permit, the applicant hereby agree to:
1MamniN, defend aro save tla ON. its autho6zad ,cants. offiCera, nlpraaaoUM SM en+WoYOW hannles frau area against any and all
happlt�a, Iiabilitla or lou refWtinp from claims or court action and eritinp art of any ecddent, loo or Whop w peradna a p,"ty
happenirp or oxwrirp a • proeimata reaun of MY wort undertaken under the pa it gnunsd pursuant to orb applt.7tipe. -
NOUN the Admfnittredve Autlrprhy at Saw rnanty-four (2N hours iu Wance of the time Man wort will be ttertad
Compry widr all applit:e04 Ory Ordinane the tem, and conditions of the pwmn end all applicW@ rules and repdadera of the sty Of
La Oulnte and to pay for any additlentl repacwrant necemry a the result of thb work.
Sgmture of iartt Or Agent
X E.G. WILLIAMS DEVELOPMENT CORP., 426 0 Cook St., Ste. 120
Name of Applicant (please prinq Business A� Teleph No,
A Same as above Pam Desert, CA . 92211 (619) 341-6880
Name of Contractor and Job Foreman Business Address Telephone No.
X A & B 493919 1231
Contractor's License No. City Business License No.
X United National Ins: Co.. ,X SMP 53536
Applicants Insurance Company GEL1. LlAe1LjTY Policy Number
FEES: Subdivision Improvement Permit —Class III
Public imProvemenK: 3% of estimated construction
Private improvements: 3% of estimated construction
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee S 3—V. Zs
Permit Fee 0 I
Penalty
Cash Deposit -Surety Bond
if retluired
TOTAL:
Receipt No.
Received by' Dan
Recorded by
PERMIT VALIDATION
/ -1
PERMIT NO. v v 1 y_
DATE APPROVED
EXPIRATIONDATE
DATE ISSUED
By /
Administrative Authority
TELEPHONE: (619) 5642246 .
0
'
�N_ 19 '95 14:23 6193992012 JONES BROS.
' JONES BROS. CONSTRUCTION CO.
GRADING, PAVING, UNDERGROUND AND EQUIPMENT RENTALS
8!•.989 AVENUF 5: • PO BOX 905 * COACHELLA CALIFORNIA 92236
TELEPHONE 16191341-2291 • FAX 161g; 398.201;
L.IC NO 11^09.'
JANUARY 18,1995
WILLIAMS DEVELOPMENT CORPORATION
42--600 COOK STREET; SUITE 120
PALM DESERT, CA 92211
ATTENTION: DICK FINAN
P.2/2
REGARDING PROJECT LA QUINTA, JONES BROS. CONTRACT'PRICE FOR WORK
ON CALLE TAMPICO AS FOLLOWS:
APPROXIMATELY $39,375.00 FOR SEWER
$ 5,000.00 FOR WATER
SHOULD YOU HAVE ANY QUESTIONS, FEEL FREE TO CALL ME AT (619)347--2291.
THANK YOU,
MICHAEL J ES
N
-he 10110Ywrte tieneral and joetlal Orovlslone are onscnad to and mad a Dart of Perim No. .
GENERAL PROVISIONS
'he following snail always at1Dry.
-- ENCROACHMENT ON PRIVATE PROPERTY 'file oermrt autos, worst 'a to
ONLY. Whenever construction extends w,inin orlvate orogen. itrsna be the es�gmmisnso wltntn
secure oermuslon from solidi City a u Quimsngm of ora.
nq orooerry owners. Such author, sec red try h toe mitts tee oar rid itrion ctorsf to
TRACKLAYING CONSTRUCTION authorization mus[ pa secured by the Oa der ee Dna to starvnq worn.
Dsysc surface unless tin ownsmad[n aced street Oaoll All Two constru=tOm icalcul edwbmem snag nm 0l germ
:no bavin0 OUrinq excavations. RUboe/-bred eoulomem only Smallrnnes 3edlQn 07 IIgers Ibe OOerattOMl In►Uboalerr ft eipooerateOnarn
pavement is scarred. swlted. or broten during the term m mos o unutooraim
trial 'note OOrtlont m r nfra=. or It the Prlved areal If the existing
surfacing rasa be coal
as g over melt emda with• R osvemem Is maned City at La
g D1w aDbrbpnate lest oda[ ss fOetlfled above. Resurfacing Snell consist of Dna goat at �� small Ieduaat
PROTECTION OF TRAFFIC:- two amen" f2-1 of A.C.
All public
Want$ ns and vvorx areas shall 6aaOPemy Ilgnao aro flafTlCedeo a deemed net
Engineer a u Quina Citv Publu Wotsa insPeelors. Suitable detours ani detour signs artau be and disloyal
of the orolsos. The City Small be notdted 24 Mrs. to advanceeasarvevtne GM,
of arty traffic calcium or dalmeanal". Md fameowatlon
CARE OF DRAINAGE STRUCTURES. Anv dratnaoe sty
uctufs t:onuete structures encountered during excavation vvnlcn necincluding
tides r corrugated metal dine. concrete
nomsury to remove or cut anttnoj drainage structures. City at La
romOVM snag be re0aced in kind. ti ma steel culvert one
Drainage structures and coon drotns snarl Oe toot tree m oedrta et ��nm� f be noMleff ono, to coin sinnes,t'n Oecomes
trmoer aetnags. n'•�msm a mos worx
RIGHT OF WAY CLEANUP: Ar+Y aurolus miens, resulting from excavation and way. All paved surfaces small Ds broomeg clean r Bann gf from
battmll o
peratiOna snau rt temporal frgmme ngnt of
Existing putter line and drainage ditches small be reotacee to malt Original s alnoamd or atmmedl excess
atter
prior to Paving. Water tannerbarYhll arelcolmoacinan
'immediately attar batudill. shall be used. as required. to eerier. All ellaa material shag be removed
ItinnxM Ina lob site to tsep down dust Consolations aro snag be uileo
DE -WATER OPERATIONS: If de-wst@nng coarstions are required am ourmpa ars rgrctnq wataron Ci
Imo reSppnmbtliN Of the permmes Icanracton to caltfOl dile wear •
N at l.i Qwma reads• It shall be
CLOSING STREETS: No stroet snau be closed. A minimum of rid to Wovtaa afl-attest barfttaces wham noting v.
access for ma aelglning proDer�, owners aro MtergeffGy die lane Of traffic Small be maintained at all times to
anvlegmctnms.oermmee vw"CIO -IntheSVOMtjt$tehbvtneparm tgovwehmned
tome= this office to btmin the necessa eteetnotnanturalsoreatrsntor
ry Permission.
SPECIAL PROVISIONS
The foffw+nq mall sooty ONLYwNen indlCa[oad:
NOTIFICATION: Pwmmae shall moldy the City%77-7076-
R2 CASH f
DEPOSITS OR BONDS: A cssn at laaat 48 hours in advente at stareng Construction.
ShW bs turnlsned in me name of City of lata Qutma twew� urary bgno in an amount of not 1
MSO and Surveyr� er a111Mdrt invol ess trlafl a
mOrlUntems. This bOnO anal) De continuous until cancelledIn the ►estO,teOn a lite ra
Owsc attar to commsncemem dt a by the Ci s cpm J um be
��o' h' tri wort an this "a=.
fY Engine.. Tltb uoro must be
�TTUTYCLEARANCE. (Substructures,Prior tomaw,•• x
'nVebyoermn, me osfmmee snag coma= so comm :tnV on within the City at LS Ouuna
. Dafftage to extsttrg falbarftltxufe7 rolumn him Ni u::lity f�oartl fe rsatmvs ro the
foCaeon of rfgtn dfwteytlrinorslno
elI the germines. g eoeenom tonou=eq unaar aufartretns,
?hs oermrt luau be d1a Bose roteotriedtry
OrOUITme loom s N . rho c mi =fru mall al No wore snag be cone under this Permit liana aU ufilmu are dear of me
Ofopoaeo wore site. rho germines small notify all concerned utility compartles of the orocossd were,
R5 PAVEMENT WIDENING. Area between the prowess Poo=dle
surfaced with inches of A.C. pawn putter fine and the extttn road
messing an"R'vatueofnot less tnan pplaeeden inch., at Clea p parentantshall be
snaS°ecmcetlons.Ordinance'#4gl. �tlinConformancew,tnCitvofLaQuintsRoaoal�atesubeasan '
mp►frvelnertt Sfanaaras
®PARKWAY GRADING: Area oatween the red e
1/4inchtoone fact (11. ° ° rtylineonotooOfInaoreooswconcretecuroshallbe
praoad m • nope of
R7 GRADES o STAKES: City of La Quints shall n.fntabtiah grades and stales tar me wopoaed con
Qa
ata•ue and gutter
GRADE CHECKING: City of la Quints small ehea grades utwn
a IUYrtsed engineer. recelpt of elan arra grata,_ and/or grades as eataelian
ed ey
R9 CURB REMOVAL FOR DRIVEWAYS: A Donlon Of the existing concrete curb and/or pate and gutter f
romOved Curb ander Caro and gutter snail be saw tut onar to removal. Decreased loltfb• mateming cem>Qeb
Concrete dnvewev ancroscri snail be eo flgurr s, and ^=mctm in COMOrmance with Citv of La Quints Standard #207, punsr ono
RIO DRIVEWAYS. A.C.. Orireways snail be constructed as not to alter exiting drainage pattern. Surfacing
property line and the exiting road Paving snail be 2.1 /2 inches of A.C. Davi
aggregate case. Driveway construction snail conform to between me
n9 plana on (�� of tla���_
Rif CULVERTS..: attached drawing.
:nrndiameterc
-ncnes Below and in tine with Ina exiting now sins.Culver, tallation snail conforlledrmmne to tis attached aavvtrtg.
rnert aodroxlmateN 1 - I '. 2
R12 SIGHT CLEARANCE: Sight clearance of 600 feet in either direction snail be assured and malntsmsim
R13 SOIL STERILIZER: The area to as surfaced small be froatedwntn soil sterilizer. Rate ofaoollcatton snail tom
• manufacturer's scocrficatlons.
® COORDINATEotrwntn the
WORK: The orglosea wont snau tis suPflralnated to any operation which the State of fit rise or
City of V Quime may conduct to mis area during the period of this Dorm It. Wort snag be coadmateawnm the State or
City of La Quints forces to preclude delay or interference win State or City of La Quinta aoleets
Rl SURVEY MONUMENTS: Poor to excavation or beginning
Cemorfale m all sveetl or broomm lines when 1 mat eonstrv=wn. all
survey monuments vrnKrt els
be reaaced try a ueansad Clinta m t'vOh1ed snag be comoaafv hes out so rn 6t on Ind
„w �„ •,�_ —_ nq ew or survevw et m. _ May may oe famlyann.....__...
.. ... .• . � • 64'On or 3eemn," m construction. an survey Manumenfs snail bar
:t �a uuinta and suiiarre payment or owranree or oavment snail
Ota made as retmounemem for tie wore invarveO.
tea cut air La
R17f 3AVEMENT CUTTING. Pavement wie be meenaneauv cut to a atrapm cogs peer to
excavabon. Meptpa of
Clifford snail be Moravec tnrouon the Onlceof tnOCity Engineer. lUnoer d orlon to OXC snarl . Mombn
Of used to excavate onor to cuttino of oavemenn awment
taulitate the general flow or traffic. ?rtor to tint, caving
material snail be placed m such a g equto est
-orreuea. g operations. any damage to pavement OOSR`dn as to lass
Rtt 3AVEMENT CUTTING. Pavement small be saw straigf,x edge small oe
Pavement nit Dilor to removal. Prior to final paving operations. a
stnlgm saga small be eorreaee. any damage Ic
CARi OMIT OF EXCAVATIONS: Excavations snarl be umned to l .00O lineal feet ot poen crenen before oaektill
begin. All excavations snail be Drocenv eamcaaeavvun Fonts overnlgnt. on weekends and noudays forma
the Travennctw t ov arate !mel:
9 oul remain o en for
o inape exceedisnang
me surcaomry o excavation oarncaotn ant��� �
material
is scan remain poen r k a period QxCeeang rive "" days NO excavation snail be made unless pia
material Is aawuv on me work sue. 9meaenease. No
® BACKFILLeonstruuian
MATERIAL Barutat shau be free or crusn. roots or Other organic substance detriments. , ..l rue fm
• d oroducrnq an geaquataty Consolidated wedilr. Anv nlatenal wnlM the CiN d V Ouinta deems - - -:S
sawrateo matenall wnrcn Is eneoumered paring excavation snau not fie used for oau int but snail be s Durposes
►eotaCed try an aotsl arroodar
R21 BACKFI OVeO sant or grater. _ unplaftwmea or
LL SANG: tbrB small be aborOt,to tnrou.miv sand or equivalent Ono shall be placed In hili o
three raet 13'1 anontreted usnq vrorotamber or eaurva tent spy torment. Alte mate method! may be su
C890 a relative camoacmn at 95 nOtgnaartnan
percent snau be anamed within the s:rccunt bathlted.ow in any
R22 BACKFILL PLACEMENT: BarJdill snarl M applied in (avers o n Section of the roaowar,.
before flooding or a maxooum of Ilio toOt of more [can 30 percent of the rotor d
151 liftswnere trenches great excessive enol o the vaned
btplktill material Is not wWecteo to extreme avtsll by floodingQes Car@ Istel be
resulting Comoactan snap be not Ion than 90oeream or operations. Backfill materiel shall bs �O ins ins
Compaction. W edurvalent TO the surroundingplaced so trial me
Where DOrtamq or flooding it used for a maximum Samlemem. adequate ground. wnicnevgristne graver
the water. Where rotting Is used. the Ion shall be o sufficient len th to reset gptebottom ofasan
supph, Sha11 bg cplmnuow. 9 =�+eed to retain
COMPACTION y" and the water
CTION TESTS: If so required bythe inspector. Compaction leets snail be maw at Intervgts of not m
tsar and a minimum atong (1) test on seen road, One f t l copy of seen test snau be forwarded ro ins
asmovai and filed tutor to maksnore Iran 1.000
Standard $pg llmov g permanent Higft i rooads. COmnaclOn testa snail be mawfo ward d o $ ty Engnnew for
any Division o Nighwgvg. State of California. dated January 1973. eedon Iia 01 of me
COMPACTION TESTS: If so rwmtred fly the inspector.
Ona 11) c CityCOmaacron tests snail be mew for exert cfcul
nqar poyate stogli tsnauberocuu neptotnation6. gmeerforapprbvalandfileoonwtomaxingparrm r�rme.
CmnoaotreapsnauGmawasowinedinSeaiorte.3OtditheSandardSpeattcatlotn.OivialonoNgftlitsyaStan
/''1 d California-idate January 1973. greens redeem.
/ R23/ TEMPORARY PAVEMENT REPAIRS: After _
��
consisting of 2 at 3. of SC•800 shau be placeoca anfp�parea��tgrad C•800temporarypavt t
after a maximum o 3. w4drery paced
OOOlineatfeelotrenenhasOgenexcavatedandbaekfill tdtse eano
the placement of the temporary pavement exceed a five 15) day Timor. Operations completed, put in
PERMANENT PA no cage snail
PAVEMENT REPAIR: After baCtfill Ono compaction opmatidns new oven completed. a to
oortslalnq of two Inches 12'1 of SC -800 shall be
asrfaeng placed On a plebes snail slaty. A Permgnem oath of m0inch Dated
inch ease _base snarl —� iftane! A.C.
toRmwary road reaw. be Placed no ate► man days otter
completion at
R27 PAVEMENT REPAIR: F.A.S.: Upon cOmWetionobacc}itlanoeomoecton.atemporary paten cpnsialn
d eon mix Paving ISC•8001 snau be placed Immemaary. A Permanent paten o three inches 13'1 of A C surtactrt
be plmd on six 9 of two Inches 121
iDams 181 be at Live base as dtmttad, but not Tatar than "Nom 115) days after completion d o snail
p w SD Can mm base snap be Ot lite -leer mix and shau conform to the Gty d La Owna Roto tmprtmrenrent
afld Speehcgborra. Ordmtnce etas. temoorgry
R2S FOG SEAL: A f Sandaros
oq seal coat neer. consisting of an apptiCm[ldn of asphaltic emulsion snail be applied over all
determined W Ina City Engineer. '• peach arena as
R29 SEAL ARMOR COAT: A seal Coat consisting of an application binder and screenings shall be mantled on all
where such last Cant! existed prior to msuunce df pit! permit. Seal or armor coats shall be eoDlied a! so
37. Standard SPaelfieatio ns. State of California. ocean argil
be accomplished Division of Highways. dated January 1973. Wort o oayetiOd in Section
R30 i a a hammed contractor engaged in the business Of pavement repair. repair to
STREET on of Permanent
Where scree[ svtmriq is still vistale on streets to oe excavated. such striping shall be replaced upon
COfnDle[iOn of nermenenl repairs.
R31 TREE RELOCATION OR REMOVAL. Tree relocation wnntn the City of La
try •licensed. bonded dna insured [nee service. andmandtadsafelywitnout Interference or hazard 10 the vQuints road rignrof way snail be accomplished
ng
It shall be Ins responsibility of the permmee to maintain the tree In a vigorous growing condition at its now cation.
Trees ro be removed snot be removed in sections Wf11 Ideation.
traffic. The entire vAtmm'of the tree stumo snail I:n can be handled safety without tntenerenCe or nasaro to til
removes and disposed of so trial no debris remains In view
highway. rho s[umOhole small bebaCkfifledandthorougnlyeompattedastipeei}iedtnehefollowin
becomes neeessarvfo resin eve of the
c traffic. the worik shau be restricted to a maximum o 500 feet at any one "meet+ Whero it
e
SIM flagmen ane/or barricades small be provided to protect ins travail Awdunte
Large notes resulnngfrom tree removatsnail bepaucfdledand com 9 public at all times.
surrounding ground, whichever is the greater CO orminso y insimpact than
or field or
Compaction he
tea! anal) Comply with Seaton 6.3.01 of the Stan and Sp of d9tons. Div by the Highw or field a of C I
January 1973' tiara Specifications. Division of Highways. State of Calks ca so
R32 TREE TRIMMING:
a. Only the necessary trimming small be accomplished to provide eleerantp of the facility for one calenwr Year
All broken Or week Sections within the trimming snail be removed.
n• Where it DQCOmes necessary to restrlc traffic. the work shall be restricted to a maximum O} 500feet at anyone time.
Adaduate signs. flagmen. and/or barricades small be provided to protea the traveling public at all times
C H tree trunks are parpally Outside of the City of I.a Ou;nta road right of way. permirtee anal) make ills own
bRangemenpl wmh altldimnq prppe1,h, owner!
by this oermrt. tar consent to the trimming in addition to the authorization DrOvlaed
d All tree trimming on EVERGREEN TREES. PALM TREES, and other ORNAMENTAL TREES shall be accomfolehec to
the satufacton of the City Public Works Inspeavr.
a. Abumno errm.r.i. ___... _
SPECIAL CONDITIONS --PERMIT NO. 2296
--- E.G. WILLIAMS/JONES BROS. CONST. ---
In addition to the standard permit conditions, the following shall apply:
1. All work shall be performed in accordance with the latest edition of the Standard Specifications
For Public Works Construction.
2. Permittee shall be responsible for providing continuous dust and erosion control.
3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day
and more frequently if required.
4. Contractor shall comply with. the local noise ordinance. Operation and maintenance of
equipment within one half mile of human occupancy shall be performed only during the
following time periods:
October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
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 including Sundays.
5. Permittee shall assume responsibility for repair of any pavement breakdown at the haul road
access to any public or private street and for any damage to other City streets or facilities.
6. Permittee shall submit a traffic control plan to the Engineering Dept. for review prior to starting
work in travel way. Advancewarning signs and traffic control shall be installed and maintained
in accordance with Cal Trans Standards or the Work Area Traffic Contiol Handbook (WATCH
Manual) . It shall be the permittee's responsibility to detour and barricade this site.
7. Street closures shall not be permitted. A minimum of one travel lane on paved surface shall be
maintained with flagmen at all times.
8. Permanent pavement replacement section shall be one inch greater than existing. Existing
pavement section on Calle Tampico is 4" of A.C. over 6" of A.B., Desert Club Dr. is 3" of
A.C. over 6" of A.B.
9. All landscaping irrigation decorative rock etc. shall be protected in placeas much as possible
or replaced to its original condition.
10. Prior to excavating, the permittee shall contact Underground Service.Alert at 1(800) 422-4133..
Special Conditions - Permit No. 2296 Page ( of 2
SPECIAL CONDITIONS - PERMIT NO. 2296
CONTINUED
11. All work shall be. coordinated with the City's contractor, and others working within the area as
directed by and to the satisfaction of the City Engineer.
12. Should additional work, materials, or modifications of the work be required in order to meet city
standards, safety requirements, signage requirements; or to fit actual field conditions, the work
shall be performed by the permittee as directed by and to the satisfaction of the City Engineer
at no cost to the City of La Quinta.
13. All backfill and subgrade soil shall be compacted to 90% relative dry density, all backfill soil.
within the top 2' of finish pavement surface shall be compacted to 95 % relative dry density, all
base material shall be compacted to 95% relative drydensity.
14. Site clearance of 600' in either direction shall be assured and maintained at all times.
15. Street striping that is damaged, removed etc. shall be replaced to its original condition by the
permittee at no cost to the City.
16. All excavations at or near the travel way shall be backfilled and paved as directed by and to the
satisfaction of the City Engineer at the end of each work day for the protection of the traveling
public.
17. This permit authorizes work in the City of La Quinta Right -of -Way only. It is the permittee's
responsibility to secure permission from any other abutting agencies or property owners.
18. Ingress and egress for all properties shall be maintained at all times.
19. The City will determine the final limits of asphalt replacement.
20. The pavement replacement section width shall be one foot greater on each side of the trench.
21. Trenches shall be backfilled with a slurry mix approved by the City Engineer. The mixdesign
shall be submitted to the Engineering Dept. for approval.
Special Conditions - Permit No. 2296 Page 2 of 2
WORK AREA IN PARKING LANE OR SHOULDER
&a-FetcTo� G� ra k� ,o,��vsTwtTzJ
�jNDlTivtils
BARRICADES
C18 or C23 FLASHERS OPTIONAL
Spee Chart A 10LANEIN.
HIGH LEVEL
WARNING DEVICE
— CHART A —
MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT
SIGN SPACING
TRAFFIC SPEED TAPER LENGTH DELINEATOR SPACING (Advonce of Taper
(Each Lane) (Taper) (Tangent) 3 Between Signs)
25 MPH 150 Ft. 25 Ft. 50 Ft. 150 Ft.
30 MPH 200 Ft. 30 Ft. 60 Ft.' 200 Ft.
O35 MPH 250 Ft. 35 Ft. 70 Ft. 250 Ft.
40 MPH 350 Ft. 40 Ft. 80 Ft. 350 Ft.
'45 MPH 550 Ft. 45 Ft. 90 Ft. 550 Ft.
'50 MPH 600 Ft. 50 Ft. 100 Ft. 600 Ft.
'55 + MPH 1000 Ft. 50 Ft. 100 Ft. 1000 Ft.
'Note: See Section 8 for high speed altuations.
C18, C23 or C24 -"I"
FC22B
tR
WORK Q
AREA ��
yr
�ti.�TiZw�Tv+� sem-. 0A,`-- (c -T. - OJ kSrt►w�,�►�S
iMc5CZ4�> fay Tt4--
�iT-� T Ac -T4 A L. 'Fi e_L,c) Ox2 KIot`T
C18 or C23 —T
See Chart A /* HIGH LEVEL
WARNING DEVICE
,G DELINEATORS 11 �C22B
1
See Chart A 11
Ata I 1 BARRICADES
QD9,P PeQJ\t 10 Ft. MIN. --
k \\ HIGH LEVEL--�
WARNING DEVICE � � I.
' -V/'
Sewek
C22B1 10 Ft. MIN.
LANE
DELINEATORS
See Chart A /
Page 30 ,
— CHART A —
MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT
SIGN SPACING
TRAFFIC SPEED
TAPER LENGTH
DELINEATOR SPACING
(Advance of Taper
(Each Lane)
(Taper) (Tangent)
b Between Signs)
25MPII
150 Ft
25 Ft
50 Ft
IsOit
30 Mf'll
?On 1 t
30 Ft
60 It
2001 it
35 MPN
250 11
35 Ft
70 Fl
?5O I,t
40 MPI I
350 F t
40 Ft
801 f -t
:iso F I
See Chart A
of
C18 or C23
WORK AREA IN CENTER OF LOW SPEED STREET I Note.- I his Irl-tllit. diversion plan ShOUld 1101 ►ht 0SOU ovemight