45544�_ le. . 4
r..
NOW,
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCRft��LT) 2 1405
For the construction of public or private curbs, driveways, pavements, sidew�fttT�}1��ve�s, v(iater mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and AP DIVISIONS
DATE: December 5, 2005
LOCATION OF CONSTRUCTION 78-045 Calle Cadiz La
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION See
L001-it
revised PSN 03016
DESCRIPTION OF CONSTRUCTION Remove and replace walk—
way and restripe parking spaces
DIMENSION OF INSTALLATION OR REMOVAL 10' x 30' t
30' x 50'
Subdivision Improvement Permit — Class I II
Minor Improvement Permit Class IV
Il Grill (Revision)
Sketch (attach construction plans if appropriate)
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN Will Call
APPROXIMATE TIME OF COMPLETION December 31. 2005 FM ����
ESTIMATED CONSTRUCTION COST $ 10,000.00
(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 . f this work.
Q/✓
Michael D. Carpenter (909) 724-9572 Signaturelof Applicant or Agent
La Quinta Office Park 78-030 Cabe Barcelona Ste "A" La Quinta, CA 92253 777-8300
Name of Applicant (please print) Business Address Telephone No.
C & G Construction 965 2nd Avenue Upland CA 91786 (909) 982-9965 Damon Petta (909) 816-7633
Name of Contractor and Job Foreman Business Address Telephone No.
692234
Contractor's License No.
3339
City Business License No.
Allied Insurance BgCwp00S l 4A-f}t1
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class 111
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 300.00 1
Permit Fee
Penalty
- Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
Received by
Recorded by
100.00
$ 400.00
Date
` 4554
PERMIT VALIDATION
PERMIT NO. 4554
DATE APPROVED 1 Z• / 9 i -') '5
EXPIRATION DATE r, ' J �
DATE ISSUED
Administrative Authority
Telephone: (760) 777-7075
PUBLIC-WORKSDAP
TM�NT
AP iCATION FOR
ERmT '
Diati; !i •I• ors �
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oatlon of C�otian: - %B
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a t
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r
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No= of Applicuit LA AM A vF FiLe pAv
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bee:
.
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.
n�. 300.40
a�
'
AWA
Do
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DO;
TOTALMDUNt W O
` DEC 1 2005
Allied
Insurance AMCO INSURANCE COMPANY
1100 LOCUST ST DEPT 110DES MOINES IA 50391-1100
a Nationwide' company
On Your Side"
PREMIER BUSINESSOWNERS POLICY
PREMIER OFFICE
COMMON DECLARATIONS
Policy Number: ACP BPO 7811616936
Named Insured:
LA QUINTA OFFICE PARK LLC
Mailing Address:
PO BOX 5588
BEVERLY HILLS, CA 90209.5588
Agency:
JULES BERLIN AGENCY INC
Address:
BEVERLY HILLS CA 90209-5588
Agency Phone Number:
(323)655-6470
84 51234
RENEWAL
Policy Period: Effective From 07-06-05 To 07-06-06
12:01 AM Standard Time at your principal place of business.
Form of your business entity: LIMITED LIABILITY CO
Description of your business: OFFICE BLDGS
IN RETURN FOR THE PAYMENT OF THE PREMIUM AND SUBJECT TO ALL THE TERMS OF THIS POLICY,
WE AGREE TO PROVIDE THE INSURANCE STATED IN THIS POLICY.
CONTINUATION PROVISION: If we offer to continue your coverage and you or your representative do not accept,
this policy will automatically terminate on the expiration date of the current policy period stated above. Failure to
pay the required premium when due shall mean that you have not accepted our offer to continue your coverage.
This policy will terminate sooner if any portion of the current policy period premium is not paid when due.
RENEWAL POLICY NOTICE: In an effort to keep insurance premiums as low as possible, we have streamlined
your renewal policy by not including printed copies of policy forms or endorsements that have not changed from
your expiring policies, unless they include variable information that is unique to you. Refer to your prior policies for
printed copies of thes forms. If you have a need for any form, they are available by request from your agent
IMPORTANT INFORMATION FOR CALIFORNIA POLICYHOLDERS: Companies writing property and casualty
insurance in California are required to participate in the California Insurance Guarantee Association. If a company
becomes insolvent, the California Insurance Guarantee Association settles unpaid claims and assesses each
insurance company for its fair share. California law requires all companies to surcharge policies to recover these
assessments. If your policy is surcharged, "CA Surcharge" with an amount will appear on your premium notice.
If you should have any questions or problems with this policy, please first contact your agent or a Company
representative. If after doing so, we have failed to produce a satisfactory solution to your problem, you may
contact the CALIFORNIA DEPARTMENT OF INSURANCE at 1-800-927-4357 (for TDD, 1-800-482-4833) or write
them at: California Department of Insurance, Consumer Communication Bureau, 300 South Spring Street,
South Tower, Los Angeles, CA 90013.
PREMIUM FOR CERTIFIED ACTS OF TERRORISM $
TOTAL POLICY PREMIUM $
Previous Policy Number
ACP BPO 7801616936 ENTRY DATE 07-08-05 Countersignature Date
0.00
These Common Policy Declarations, together with the Common Policy Conditions, Coverage Form Declarations,
Coverage Forms and any endorsements issued to form a part thereof, complete the Policy numbered above.
PB 81 00 (01-01)
Page 1 of 2
DIRECT BILL 78MM LKM INSURED COPY UID 41 78 33605
FW AiLAN R
I
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORN'A
LA QUINTA GRILL
PRECISE GRADING PLAN
GRADING NOTES
.1. ,K EOMNI.Tw T RESPONSBIL TO PREVEM sal COMAYWATION
Of - WATER UIFRL-- l-UTTEs 01rPIHG CONSTRUCTION
OF SUBAOUOrt nIPROYnIFaTiS BY lK CONIPACF00. OUED.TFLY
PPOR TO FWR ALOPIANCE Or 510.1 OIWNAGt
REFENION/INRFWJON rAnmts. Flit CO-tOR SIULL
EcwvuEI. W Tilt PKSNCE O' TKE CDY INSPECTOR. A
RPFORUANCt lESf DESONED TO OEAALY BEu0N5T41E THE
NrRCIgNAL AaWKT Or iNE FACMIES.
02. ALL 1rOnK AWL K OlK W ACCOROARCE - TIE - WD PLANS
OF TIE CITY OP LA WIMA AHD TIE VT O,UID SROTEATONs FOR
PUBLO WORKS CONSTRUCMu. "EST EOTION, MO RNEPsmE
COUMY STNAxn15 AND SRCDIGIONS ORD,,-E RE. A81,
4TESI COTTON.
03. TK COMMCFOR -L OBLDR ALL pEAY1T5 As REOORED M THE
CRY OF LA WPITA OR UTRA GOVERNING AGLNOES.
oA. TE IDGTOuS III, DraTUIG UNDERGROUND UIIIITmn; ARF SIgAT W
THE APPROO TE RAT ONLY. TE COMRILTOR - OEFERYWE IRE
[%ACT LOCATKN OF ALL EKTTNG UTMES BEFORE GO. ENCWG
MORN. K AGREES TO BE FULLY RESPoRSNE FOR ANY AND ALL
OAUAG0 WWOI uO BE OCCKOKD W HT FAILURE TO EKACFLY'
L Ft AND PRESERvE ANY AND ALL UNDERGROUND UTILIIIES
Oe. FIE COMPACfO 9WL BE RFSPoNSIAR TOIL TE PEooG
RAL PLEIREM OR RElOUTIDN aALL CpAAtOR1', W.RARNING AND
GUOE SCNs.
GRADING NOTES (GO,,T,um)
i>. LUCATONS Ol' FIELD DE TEST SNALL BE OEMINNFED . ME
50a ENpNEER OR APPRO/ED TESTING AGftICY AND -L' BE
SIR>TCIaT W BOTH -OM. AND vEmK:LL PLACEUEM TO
PRWIDE REPRFSENTATIK TESTI- OF ALL FILL RACED. TESTING
W AREAS a A I-L NATURE OF s CYL EYPHAST SNALL BE
W ADOTION TO TIE RarLWL RCPRESE- SAMPLES.
04 m COVT4OOR SNNL - gSF11R0 E'O-G SI1R1'LY MONUMENTS
OR BEAM YANKS ROTED W IK PLANS. aR FOUND DURING
1B. 1I,E foul COImACTON REPORT AJID APPRO'A FRO. TE 5
D-urOI SNALL CONTAW lK TYPE 0f FIELD TES OTC PERMFOm.
CONSFRUCION. RE- AND REPLIA.EM SI,AIL BE OONE BY A
K=TERED Cml ENONEER WIM A P.C.E. NUMBER BELOW s3966.
OR A LICENSED LAND SURVEYOR OMLY.
EAGN TEST SI BE OERTUED WRIT ilE YEMOD Or O.AWWO
THE IN -PLACE DOVSIx. MNEDIEP SAMD COK OR DRY[ RWa AYO
SIW! a SO NOTED FOR EACH TEST. SUR,aDll -U. -
O>. GRAONG Stall BF IN ALWPoNRCE WON THE ENGINEERED GRADWC
REOAI0RDJEMS Of TIE UNIFORM BUIIDWG CODE LATEST EDmON.
OETERYI."0. SHI1L BE PERMR.EO TO VER6Y TIE AftUPKY OF
E YAOYUY DER- NAVES USED BY TIE TELD TELNRICYN.
ANp 50¢S REPORT .O. SS-69O0-Pl DATED iWWT' I.. zaoo
PREPARED BY EAR. SYSTEMS. SOIROFST
(PHONE N0. >80-NS-1588).
1e. ALL TRA\ELED WAYS MUTT BE CLEANED IUAY OF ALL DIRT..UD AND
DEBRB BEPOSTIED OR MEx . A REAILT a TIE CRtDMC
ORAATON. cuwRuG 6 TO BE DONE TO 111E SA"SFIGION OF T,E
GO. lK co,-CMFI SNNL NOi6Y TE - PUDM NORMS DEPA . m
OT ENCWEFR.
FOR ROIq, GRAmRG b HOURS PROR TO ANY GRAONG. BRUSHING OR
OUbNG. AND EACH PRASE OF CORSTRUCrON AT R.) »>-ro>3
ZO. BLOa M'AUS ARE NOI PNR O' lK G40WG PFRWI. SImNI fIXr
SEPARATE &AWE OEnurt.
AND b HOIRS PFDOR 1O RE - INSPECTONS.
31. ALL CONSIRUCIOR APEK SIWL BE PROPERLY PWiTED AND LIOHtEp
m. WPIMG EuT GRACING ORMIprT AND PROR TO CONSTRUCTION OF
PERYA DPNNY:E STRUCTURES, I RRAINAOE CONTROL
CONfORYAMLE w1T1I R STATE THE PE MI WARONG F M.
LrA,TS. AND OOA TOIL USE W THE PEPfatYANLR Of M. UPON
BE WATER
-C BE PRWmED TO PFREA2Rf PO,OTIG WAFER AND OAIIACE i0
AD4GENr PROPER",.
mGMaYS. W OIODI TO FLIYWKE AM I,Af1R05.
I. TIE COMPACTOR SHALL BE RESPOnsT1E FOP PnDADDm AN
AOED n uE-S 0< LUST CORFROI w3OCJ1 SlrAtl INCLUDE
PROASONS FOR ADEO4TE WATEA1rG WmiO TK CRAOnG PROEEW
AND PROVamIIs 1. COaxUANCE O' OUST mMTTmI AFIFA TIE
GPAOIrIG UNA SUCH TOE - TE GPADED SU.ACE PRESENR
ErrK3ENT PROTECT4 COVED AGNRST M'u1D OR WAFER rRosKW
T l SPELUL DUST COMRO YE LaFs AK NO LONGW KCESSaY.
11. MRE3/5 OF FUTURE�CTOEYSIRUL7a 5rBE ]IANTED wfM A S®
IL COMSIRUCTIOR OPq m. ANp YNMENANCE OE' MI RNEM W1F101
OK ,U, F IRE Or HUYAR OttLPI2IC'r S- BE PERfORYED ONLY
DlrPllO tK TbIE PCNWS AS FOL.m'
OLT. C ro APR ]OUc MDR.-m >:m Au. To S:JO P.LL
.TURDAY e:m Au. FO SNO P.M.
WY In TO SEPT. ]OR uOR.-Erb. 6D0 AY. TO >:00 P.Y.
sAlUROAY em Au. M e.'00 P.R.
WORK SWal BE PPOaB.D AM nut ON SUuOAY OR RDERA
ROauY.
13. AFTER CIE0VONG. DOST IC GTIWND SHALL BE SCARFED TO A
OF 6 WCNES ON TK EMOTE 611E OR K RCO.1aNDL0 BY
5005 REPO..
- YAYWUII art AND FILL SLOLS - 3:1.
11 PAD$ S14YL a muPACIED TO A YINIWY OF eoK PlUU"E 00N
PER AS A. SRCIi'K:AIKNT AND -E uEuTOuEU SOILS
REM"'.
n TI¢ sans ENGwEOi xm [NpxEERWG GEOOf.TI sW1 OLERO4
sIIF>TaENr tYCWEEmNG aesElWKlml OIrMIG cRAOYc Wm
coYsn6xTaN ro vER6Y colpLlArx:[ MTrH FlE PIANs.
sRalpAToxs AND Goof wrtla� TNOR PURR+[ .
21 A REGIsrtRm CM eiGvaER SHALL MREEE sURTaEMT
ENfAIEEA0IO OBSEPVKON OOONC GRApRG xm W,ISTRYCTON TO
LgOY COUPWIOE W1TM TIE RAYS. BPEOrTurIDl6 AND LOOS
MT P1nME .
]A. ALL EOS1biG OTWNAGE COIRSEs OR TYE PROTECT SRE .UST
cEu,,,IUE TO FU-L ESPECWLY WRWG STORY CONOTONS
RREIIE E MEASURES MUST BE USED TO PROECT ADIOINUK:
PRORATES OY 10 {1MmRFD WON[ W TIE SITE WPoNG CPAOIMa
OPDUIOUS
2e, N!! 1WOEDLPOIMD STRIECTURES SUM AS CE-ODLs. SCPIO TARNS.
WELLS OR PWES NOF lOO- PRIOR l0 GPApNG ARE TO BE
REMOVED OR TREATED W A lIAl1NER -D BY EYE .-
ENGWFEA.
2n CONTRACTOR -L PROVIDE MO EROSION AMO OUST CONTROL
YFASUREs AS REOUxFD BY TIE FUGRRE Mf CON1ROl PLW
APPRplED FOR TOs PROJER.
2). ALL fLLls Shill BE COUPACTD TO A u... a N"c" (Po)
PERCENT OF YAO.U..0- AS OETpNWEO BY 1wiaRu B10DING
CODE m- 7.10. OR EWNALENI. As APPROVED BY TE LnY
ENfJIrFE0. rTEID MRI50Y SHNL BE DETERYUrEO W ACCp..Lc E
WRN ru UNrO1Y TwE oC CLUE ACTOY Tm2 aI+ EOUNAIEM.
AS OETEAYORFD Br Art CITY ENGW[E0.
-00PFRATIVF RED IMPORTED FIRE ANT PROJECT NOTICE
m�,Iue,alrF a1.a AEmm Y�� Dvnr a a ,r Ala .a�aaw.�
m.o-i RD a4ae.A a>oL ,mGY10AsAA+oe°e"�Dm. vs+-
>J.rl n'Mm n� ale-6m .Aa0no1 , . �. a Fssm
IMPORTANT NOTICE PREPARED FOR:
SECTION A216 121T Of 111E W2RlNCM
CODE DIG A1EAT FERIE A TON
NUYBTO K ATE' BEFORE A
rErturt TO -ATE' wu BE vARm
FOR YOUR OK; MEAT LD. uBER LUL
xpEPORWND SD ALERT Tm prl.aM M TOLL FREE 1-6m-227-3em p
TWD (3) -o DAYS BEFORE YW OG
8496 OE BFJIIBACS
rK swrG a KOOTOTr mD
TIE CYIp 4C 6A10�I xeFdf
LA OUINTA GRILL
It
OU"M GRILL L.L.C.♦1865 BCWU`m U(. STE 214
PALM DESERT. CA 922A
BEING A PORTION OF
SECTION 6, T. 6 S., R. 7 E.. S.B.M.
EROSION CONTROL NOTES (SUPPP)
r, ro uro atw.G w aeRmc sNa xvr wn Au EDmv more
Atmlla NM 'fl➢.' AR.WUS
z .YL NOSlD AOCIf SNYI a mtm K �ID xD// AOOS v nl.
OLOa
1 9OAa malACTOV 31n° /OP 10•.tDf OW IJ Oa IlE SIB SNIU 4
Snlm K ¢FIXER
A mYaRCrOR � aRE A � mlBO 1Ca9Rs' plfa NO AnA Ltll
i nx FY.W .91A'1 M TIE m6RIL® ALL A1216nf K DE NVrRRL1pP 91Y!
ua Ala A�wr F#lAIR9G ro /NiOT ma seuorr.v0 Faalr.nTs
Fax r4lsD' Dr snc
a mnwam v.B mnr xnr Au srt.vx Tau aaasmaNr wraY.
r. .I6.nlu aysaY Am sln4wr mxax rAvra vwa a tazvlm r
aEElm ATmswr er ar-mE Es¢rLN
n WD a611/lOa ACINf6 vrva ror mP.0.1r wR A9AOIIIt m m m
rNs tmv AEDmm er aAEsxa AurromQ
A ! A6TRLUa' O mix atlxK slJrn 9QED BC MDOJPIID x' 6,110t
m wrrAu aWxAGroa sNYN mNx x PFE DN>: Irnr rtFu Ras
rn Ra nmlw srAmAa rDlac rR¢3 at xnwr mo LUTiay.a¢,
SNa S AD01ID x0 D'YT✓Sm a a:-SrrE RR OM1 Rp1Q790i MY
elxxa aE-srt vwa a sTxm m 4ar omrY.ta Aro Fans
vEaama
rr. mrrRUTm vwa a x3Prmr m u1r xllRlm TARS Kr:swr m
tsrAamr FEreRrow sn sTAeIDAmY Pm an xa/mO.'II
Iz saarr viva eE ,HiDlm rRuv TIE smear BL9r moa n a 3nr P.,
r1 ninon easx amn sauaua • aP � m rota mRmzT
vuARr Fa ra rcw srxx .
1A. RNDTARr aDSOY mma Aro tmar nnR rtzlrrrw rrmuaw a.«.
a+x1Pf 1xLUar ,FAART sro.rr 9N1 LORE ra M a4anll Liner
MlIR BnT .AVIm'Bn ITICr121rUR2O(.
��� tiles
��■,,. LmTNL•IJ9.l9J.li3iK-`.'EEES':�E.aYrZ�1J:.)
��sTiJ•
VICINITY MAP
(NO SCALE)
SLORW R F. S Rm
ngYK BROT23
WV IOU P�a9, r-)
CONSTRUCTION NOTES h QUANTITY ESTIMATE
Oi mmAv r P1FE AsJ azx • amu xv munr �
DIME swam nAY ro aan
ns v
OmISIAIGT r m D) mx mr m (DWM1
AntICEE Stwalm xAv ro mI.
ram v
J oO6la1T SECWWn HA Omni a' In[RiE
mR0 SF
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OIT AID O.W rWlaral PD! DELL
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(viva a 18wrD x rm er sms naay
Jtlns
a maraAT vcn sET[Wv.6 xx oE2u. a am a
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T-
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2N EE
OarmxAY �r arrnr wr azu. w vm i
OAaLUL ululeu raEaw Amr: Ir E le rRWrs
RGm Rua 6AaY FAO GRATE
nr 4
a cur
OIaiALL A11111BL GFOJC.YUC 11•I IS'TRAFFIC
RA/Lp IW BUT.' NTT OAIL
rt ASN1 PK sFax wx Esc
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r ua
A
BIEL
LEGEND
PAD-5aD ,ADru its nxo=IOAn vAo nnR rKv+
FF-50.0 L.aU rEs PR6tlR'D Ne9l noon EIEYAnav
a Wau r[s now rat
rc DacA its Fro or amB
TO nmlG rts rM [f GPA R
EP xwcl its tDar p• vA1EYExF
a AWCARs mrnamt
Rw xLY.I]LS RKaII-O�-WAY
GH xOCATE's O'ar BRGN
M DIaC I ms YILW P T
LP PIbC -10W PIWI
2 -ms faR9RD Fx.10E
a aVLL'GTETwracan lxr
J9.m -' s `.vmED SIAOF TIN nOV
xpYw TES rAS 90I [4T'A TRW
-0-.mN'A RS PROPGSED -FOW'
W ,rs E-. C,WR)W
u Waurrr vRLwAD tR•arNr
-y y Y xnFc1 Rs PRD4DSED owl sac
��i P4Y RS LO•ISIAU6'lrbr mow -our
�- � � AVOG RS OPfI SWAY
P1Y(' !Es PROID50) CAfA TEEw M;1LL
�W .t rts' PRO[RIY la£
O OVOG Its Eaf]WC TREE
Wau TEs tJ15TWt vAlc22rar smxWc
SHEET INDEX
SPOT. NO. DESCRIPTION
1 ONE KEE
2 PRECISE GRADING PLAN
(PARR I)
3 PRECISE GRADING PLAN
(BET. 9"Em
� S INIRIALCOMPANYH DISTRICT
EG4
WATER/SEWER: COACHELIA VALLEY WATER DISTRICT
SCHOOL DISTRICT.: DESERT SANDS UNIRED
. APPROXIMATE
EARTHWORK QUANMES
CUT: 100 CU. YDS. �,rl atlr0:•U: A.
FAT: 950 CU. VDS.
NOTES REGARDING EARTHWORK OUANTMES .-..._..__._.._
1') � FEE Pu°�aPosis o4$XOwNir .N°ND ACRE � ww raaw�A�I A�TION'�s sa4W ATOiRm
ON TK giWNO ELLVATKWs WNpR CIOSim K THE TORE OF TE TOPorEURa
D.AWED rRMEOY A�tl � SUS � wE�iPPRo[ iMYV�PIH�
SIANOVAS).
2J TO E-I). WA,rt016. WNRUCFOR SHALL REOUFSt AM
NFR US,LIENTS. NOTALL K.ES" ADAST 0- W41-ECEsSA l BE NEED
APPRWED.
SI CO -.IN BOONG TRS PRORO. SHALL BE RESPONSOIE FOR PERFOP4WG
VIOEPENOEM OU- TAKE -ORS ANO SHALL 8 TE NL BIDS W THAT TAKE -OFF.
Nm SHALL BE RESPONSIBLE iKRFO1L ACCEPT
OIi SHALL IN ITS ASENRY VEPoR'
ALL FIELD ARO Sm COxOTONs AND SHALL ACCEPT 111E SIR W ITS AS-T
muIRTON A TIE F.E OF m�ON.T. LOHO/L OR S,- muPlETE ,K PNAIECT
(WOuOxc AM REaImED SOL NPO. OR nuPoRO W ACCOaxJCE wO1 INa-
EK6TWG OONOTONs AND I. s11RST-L WlraaYARGE - THE BURG. GRADES
SHORN O. TK APPROVED GRApNa RAN (AND/OR K ADMTED) Y/IINOUR CHYrcE
ORDERS OR M. COUR.SATON.
OAIE 1-,
O3 a FALY 06F1:f IN RSrP- mFe
a_Q � Warnerr°BAN rLA
engineenng�: e0 n1CU�4lE
20SION
RILL
DEC-08-2005 02:07 PM CARPENTER 909 946 9499 P.02
SVB)ECTi MINOR REVISION, LA QVINTA GRILL (VVP 2001-03 PRECISE GRADING PLAN )
DATE.
TO, CITY OF LA QVINTA PVBL.IC WORKS DEPARTMENT, ATTN: ANTHONY
REFER TO: PLAN SET AR)SO16, REVISED SHEETS 02 8t #3
CONSTRUCTION COST ESTIMATES PER YOVR RECIVEST
CONSTRVCTION NOTES QVANTllY ESTIMATES COST ESTIMAIZ
28 ADD 77 VUA04TED DOME$AT VEHICULAR WAY, SEEDETAIL 225HEET3 5 PLACES $ 4,102.00
27 wDE'NGUTTERATPEDESTRIANaWsslNGa rO48' (SL.OPSINDIRECIION 40 50. Fr. $ 2,150.00
OF TRAVEL NOT O(CEED 6%. CROSS SLOPE NOT TO EXCEED M .
26 MINIMUMa6'WIDEAC.C: PAVED WAUCWAYPERDErA/L ONSHEFr3 NOT USED $ 00.00
(SLOPE IN DIREC7yoN of TRAVEL NOT EXczm 6% CR&" SLOPE
NOT MEXCEEID2W .
ae EWnNOP.C.C.APPRWCHCONS7RUCTEDPER
EXISTING
$00.00
LA QUWTA STANDARD CaWERC/AL DRIVEWAY.
30 00877NOPLANTERZ
EXISTING
$ 00.00
31 PRO WIDEPATHAS INDICATED, PATH TO BE
150 SCL FT.
$1,500.00
MIN/MUW Ar WIDE WITH SLOPENOT rO
PATCH
EXCEED 5%AND CROSS BLOPIE'NOr rig
EM77NO AC PAVfEDAREA H43 CROSS SLOPE IN
EXCESS OiF2% BUILD UP W7THROLLED HOT PATCH
ASPHAL r ro CORowcrstwAOESLOPIEAAv
fE4 HEREGDEBACK7i Wr"NG.
32 mosnNoRca mmamGurrm
EXISTING
$ 00.00
PER DETAIL 9HEEr.
33 DOUBLE AWRPINS7R/P/NOPER
4 STALLS PLVS
$ 950.00
CVTYSTANVARD.
140 L.F, STRIP
OREMOVE 09S77NO CRICK NOW AND INSTALL
12 L.F.
$1,020.00
ADA APPROVED CONCRETE NOSE WITH
WAMUNO SMP
3g ACCESS/BLEPARIONOSrALLSAAILESMUST
EXISTING
$ 00.00
HAVEM4XIMUM2% StOPEINANYD/REC77ON
36 POSTS/QN 'NorANAC0MYAtEEXPTP47H'
2 PLACES
$ 300.00
TOTAL
$10,022.00
DEC-08-2005 02:06 PM CARPENTER 909 946 9499
P.01
MICHAEL D. CARPENTER
DESIGN �DRAFTING
2009 PORTERFIELD WAY SUITE G UPLAND CA. 91786
FAX (909) 946--9499 (909) 724-9572
BVILDABLEPESIGNSVAOL.COM
TO;
ANTHONY
FROM:
MICHAEL
DATE]
12 / 5 / 05
PAGES:
2 INCLUDING THIS ONE
SUBJECT:
LA QUINTA GRILL_
LA QUINTA GRILL MINOR REVISION QUANTITY / COST ESTIMATES PER YOUR REQUEST
Oct 11 05 04:01p
p.1
THE- C�PAR_RY
a, LA 0_ U I Nra
John Shaw
Quarry Ranch LLC
78-030 Calle Barcelona
La Quinta, CA 92253
Tim Jonasson
City Engineer
City of La Quinta
78-495 Calle Tampico
La Quinta, CA 92253
cc: Brian Ching/Tony Colarossi
DELIVERED VIA FAX (760) 777-7155
Re: release of improvement bonds for tract 30651
Dear Mr. Jonasson,
October 11, 2005
I am writing to formally request a complete release of the on -site improvement bonds on
Tract 30651. The amount of the performance security is $803,021.34, and all
improvements have been completed and accepted by the City as of November 2004. All
remaining as-builts have been provided to the city within the past 30 days. Our engineer,
the Keith Companies, has provided your staff with documentation to this effect. If you
have any questions, please feel free to contact Chris Pippin at (760) 799-7756. Thank
you in advance for your attention to this matter.
Very truly your ,
JoAn Shaw
Quarry Ranch LLC
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 4554
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
from abutting property owners. Such authorization must be secured by the permittee prior to starting 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.
CARE OF 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
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
responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for
the adjoining property owners and emergency vehicles. In the event it 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
The following shall apply when indicated:
® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 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 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
❑ R4 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
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
one-fourth inch ('/d") to one foot (1').
❑ 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.
❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (** N/A **) feet shall
be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be two and a half inches (2 ''/2") of A.C. paving on (** N/A *`) of class (** N/A ** )
aggregate base.
® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
City of La Quinta
® 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 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 perrnittee. 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.
® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting 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
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.
❑ 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
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 continuos.
❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
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
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 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 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 after
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 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 ( ** N/A ** ) inches of A.0 surfacing placed on
a ( ** N/A *") inch (** N/A ** ) aggregate base shall be placed no later than ( 5 ) 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 street 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 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.4554
La Quinta Grill / Precise Grading (Revision) / VUP 2001-013
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 performed in accordance with the latest edition of the Standard Specifications For Public
Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
3. This permit is issued with the understanding that the work is "At -Risk" due in part to unapproved
Precise Grading Plan at the time of issuance of this permit. The permittee must obtain an approved
Precise Grading plan within 1 week after issuance of the At -Risk permit. If the plan is not approved
within 1 week, the permittee shall request (at the public works counter) a one week extension of the at -
risk permit (signed and dated at the counter).
4. La Quinta Office Park, hereinafter referred to as "Permittee", shall be responsible for providing
continuous dust and erosion control. ,
5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
6. 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-half mile of human occupancy shall be performed only during the following time
periods:
October 1st 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 Ist 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.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (ie any 4 lane street) before 8:00 a.m.
7. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the
Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing
frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be
determined to be placed according to the. city approved plans.
Special Conditions Page I of 6
PERMIT NO.4554
La Quinta Grill / Precise Grading (Revision) / VUP 2001-013
8. The permittee and/or contractor shall provide surveyor staking information adequate for the City
Inspector to determine horizontal and vertical locations relative to the approved city. plans. The
minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall
state the horizontal location relative to building corner and the elevation of the top of hub next to the
lath.
9. Pursuant to Section 1.4.16.110 of the La Quinta Municipal Code (Ordinance 10 § 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.
10. The permittee shall place temporary no parking signs along the parking area affected by the
construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and
removed immediately after the construction completion date.
11. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
advance warning signs and traffic control shall be installed and maintained in accordance with Cal
Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A 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.
Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street
closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be
maintained at all times.
12. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee's responsibility to notify the 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.
13. 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.
14. The issuance of this permit and the City approval of the related construction improvement plans do not
provide a vested entitlement for all design parameters that may have been utilized for the plans. As such,
plans approved for this permit may be "at risk" for further modifications as it relates to any follow up
improvement plan requirements as required by the city or existing errors & omissions by the architect or
engineer of record.
Special Conditions Page 2 of 6
PERMIT NO.4554
La Quinta Grill / Precise Grading (Revision) / VUP 2001-013
15. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start
of construction, the name of the City approved contractor, who shall submit to the City the following items:
a. General Liability Insurance Company and Policy Number
b. City Business License
c. Contractors State License Number
16. The permittee shall not encroach upon private property without prior written approval (submit to the Public
Works Department, attention to the Assistant Engineer I) of the private land owner whom is being
encroached upon.
17. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall
call the City at (760) 777-7697 at least 48hrs prior to work and request an appointment for a
preconstruction meeting with the City Inspection staff.
18. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall
inform the City (Inspection staff or 777-7089) of the name and location of the certified dump site.
19. If public traffic lanes are required to be closed, this'permit is not valid until the permittee submits, to the
Public Works Department, an approved traffic control planat least 2 weeks prior to start of construction or
parking on the paved R/W.
20. 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 306-1.3 of the latest edition
of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified
herein:
Native material may be used as backfill material provided that minimum compaction, achieved in the
manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no 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, and inspection, onsite, at all
times during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. When 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.
B. Backfill materials shall be brought to or; maintained at appropriate moisture content for
compaction. The appropriate moisture content range shall be established at the onset of the
project and ensured prior to use of the materials through progress testing on the stockpiles.
Special Conditions Page 3 of 6
PERMIT NO.4554
La Quinta Grill / Precise Grading (Revision) / VUP 2001-013
C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall 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 depth
of lift that can be compacted.
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.
E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill, per 300 linear 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 multiple tests are required in a given length of trench, the tests shall be no closer than three
feet (vertically) from each other.
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 be borne by the Permittee. Copies of all test
results shall be furnished to the City Inspector.
21. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if
within the existing travel way, at the end of every workday as 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.
22. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
23. Access and egress to all local properties shall be maintained at all times.
24. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 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 sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
Special Conditions Page 4 of 6
PERMIT N0.4554
La Quinta Grill / Precise Grading (Revision) / VUP 2001-013
B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than
existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed
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 material shall be
compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench.
Verify exact structural replacement section thicknesses with the City prior to installation.
C. Permanent pavement replacement shall be installed using a City approved 3/" max medium
asphalt concrete as the base course lift and a City approved t/z" 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
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
and 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: three (3) feet outside the sawcut
removal lines.
For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to the lane line striping, whichever is greater..
For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of V 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 paving shall not be left
0.10' low in anticipation of grinding and capping.
F. Any existing lane striping or any existing detour lane striping affected 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 loops shall be removed and replaced in kind. The finished pavement
surface shall be smooth, consistent, and shall conform to the surrounding grades.
25. 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 done immediately
after completing the operation.
Special Conditions Page 5 of 6
PERMIT NO.4554
La Quinta Grill / Precise Grading (Revision) / VUP 2001-013
26. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City
has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets
not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a
restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants
permission to use the street to deliver street construction materials and/or equipment.
27. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
28. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages,
delay costs, costs or expenses in law or equity that may arise out of work under this permit.
29. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the
permittee shall postpone cutting the pavement until the intended third party has acquired a permit from
the City to perform the required restoration work.
Special Conditions Page 6 of 6