5030Finance Revenue Code E_1
44, "
OF
ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
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 III
Minor Improvement Permit Class IV
DATE:2/22/06
LOCATION OF CONSTRUCTION (Street address or Description): Costco, PM 33960, Hwy 111 and Jefferson Parcels 1-4
PURPOSE OF CONSTRUCTION: Rough grading, PM10, SWPPP and clear and grub
DESCRIPTION OF CONSTRUCTION: 149,646 square feet, one story mercantile. See PSN 06040
DIMENSION OFINSTALLATION OR REMOVAL: 25.94 acres. See PSN 06OLIO .
APPROXIMATE TIME WHEN WORK WILL BEGIN:WiII Call TIME OF COMPLETION:8/15/06
ESTIMATED CONSTRUCTION COST: $1,091,518.00 + 22,500.00 = 1,114,018.00 (Including removal of all obstruction,
materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements)
COMMENTS:
Is RA lyn Fm PC Eft
In consideration of the granting of this permit, the applicant hereby agrees to:owfilviftw
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 at (760) 777-
7075.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all appl
of La Quinta and to pay for any additional replacement necessary as the result of this work.
Costco Wholesale - Tim Anders(
Name of Applicant (please print)
.ake Dr. Issaquah, WA 98027
Business Address
Applicant
the City
Telephone No.
W.L. Butler Construction, Inc. 7 Goodyear Irvine CA 92618 (949) 587-2000
Name of Contractor and Job Foreman In Telephone No.
0
Contractor's License No. fl MAR o 9 2006
Arch Insurance Company
Applicant's Insurance Company I CITYOF
FEES: Subdivision Improvement Permit - Class III
Minor Improvement Permit - Class IV
Inspection Fee
Permit Fee
As -Built Deposit
Cash Deposit -Surety Bond,
if required
TOTAL
$30,000.00 + 2,280.00
$100.00
$1,000.00
S
$ 33,380.00
101274
City Business License No.
'1PKG2012601
Policy Number
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
See attached schedule
PERMIT NO.5030
DATE APPROVED:
EXPI ON D
BY:
Administrative Authority
P
Date:
140�3 8\•1%
bMZ %C.3S
cea!t 4 .0 QaCV1*4
Co
PUBLIC WORKS DEPARTMENT. 1�
APPLICATION FOR PERMIT
( tlS\GO
Location of Construction:
¢Ca.- rhnR �3g1p0 �A2ce t-`i
Purpose of Construction: eoah t PtA ►o t SW 1 F ? fi (Ae '
or Removal:
Approximate Construction Start Date:
Approximate Construction Completion Date: B 1 Is loco
Estimated•Construction Cost: $ l . pol laa . 0 + Z Z,50 J =1. 1 lei , 01$, o o
Estimated Construction Cost shall include the removal of all o aructions, materials, and aebris, back -filling, compaction and
placing permanent resurfacing and or replacing improvements
Contact Name: Phone Number: 1-k 5 --m - RgZ1
Name of Applicant: Cask --co Who%.. ALA
Applicant Address: gGq i�tc.4g: De. ��AcavAh, wa C1A02-j
Applicant Telephone Number: y Lc-`313-43i�
Name of Contractor: IrLS.t _. ,,1� rANr � .o,��=vjc-
ContractorAddress: -1 sah)„'jc C.rcl CM(ols
Contractor Telephone Number: qy --2aoo
Contractor State License Number: 5
Contractor City Business License Number: 10Q11
► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED A
Applicant or Contractor General Liability Insural]/�e Company:
Ar.1-1 Cs. J
Applicant or Contractor General
Office Use Only-
Inspection Fee:
30'000+ Z,LBo, o
Permit Fee:
I Doi, O J
As -Built
Deposit: 44
� . o o o. 0 l)
Dust Control
Deposit
Credit
Amount:
TOTAL FEE DUE:
�j
3 3 O 0, O J
Policy Number:
Office Use Only:
Assigned Permit Number. ,^ 0
Approval Date: v
Expiration
Date:
Issue
Date:
Administrative Authority:
Yf`r>. XQ
T'it"t 4 4 a"
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Date:
Location of Construction: VP , cA
Purpose of Construction: ?m to
Description of Construction: 1141\ , ko A to Spa 'Pr ar.3e a a e aepNk��E
Dimension of Installation or Removal: aca%eT
Approximate Construction Start Date: ,9 1vij t:mo
Approximate Construction Completion Date: g?j IsTot,
Estimated•Construction Cost: $ a2,5c0, '�-'
Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and
placing permanent resurfacing and or replacing improvements
Contact Name:•Tt,,,y",A0a zo; i Phone Number:
Name of Applicant:
Applicant Address: 9Gq i-wt� viz. s aczvAh, c�a �\�1M-1
Applicant Telephone Number:
Name of Contractor:
Contractor Address: -7 Gcod,VEr„rz- g-Zcots
Contractor Telephone Number: qyq-SIR-7-2goo
Contractor State License Number: 3s6-65-S
Contractor City Business License Number:
► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED A
Applicant or Contractor General Liability Insurance Company: I
Applicant or Contractor General Liability Insurance Policy Number: I
Office Use Only:
Inspection Fee:
Permit Fee:
As -Built
Deposit.
Dust Control
Deposit
Credit
Amount:
TOTAL FEE DUE:
Office Use Only:
Assigned Permit Number.
Approval Date:
Expiration
Date:
Issue
Date:
Administrative Authority:
.J . w Ir. Y', -v
T4tf 4 4 a"
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Date: d\a\\u►o.
Location of Construction: AAL..* It 6,.,n •TeV&rz_=,-J - t_t, Qji, ,Va , c.4
Purpose of Construction: P,P
Description of Construction: ►yq tjy Le �Q pr cw4E. s13.w
Dimension of Installation or Removal: ;K,g y tit-a..c,
Approximate Construction Start Date: 1 lan jatto
Approximate Construction Completion Date: pt1 s16.to
Estimated.Construction Cost: $ Zo,00c5, ov
Estimated Construction Cost shall include the removal of all obstructions, materials; and debris, back -filling, compaction and
placing permanent resurfacing and or replacing improvements
Contact Name: pi-A0ao.►'i Phone Number: --k2.s-At3-9q21
Name of Applicant. C o Vc.o W ho%.�"L_e
Applicant Address: gGCk L.P"w'-'s ye, -S,TSAQvah, t.-a RP,M-►
Applicant Telephone Number: Ltgcz 3�gier�
Name of Contractor:
.'.Contractor Address: `7 GCOCWevavz c.rlg-ztols
Contractor Telephone Number: 'coyq-s8-7-2ood
Contractor State License Number: 355 �53
Contractor City Business License Number: l0i274 .
► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED A
Applicant or Contractor General Liability Insurance Company:
Applicant or Contractor General Liability Insurance Policy Number:
Office Use Only:
Inspection Fee:
Permit Fee:
As -Built
Deposit:'
Dust Control
Deposit:
Credit
Amount:
TOTAL FEE DUE:
Office Use Only:
Assigned Permit Number.
Approval Date:.
Expiration
Issue
Date:
Administrative Authority:
EARLY ENTRY ANTI) WORK AGREEMENT
This Early Entry and Work Agreei- ent-("Agre�mcnt'% effective as of January 20, 200b is
naade by and between KOMAR TNVESTNIENT5 LLC, a California limited liability company
("Owner") and.,Costco Wholesale Coevotation a..WasIiiallrton coi-por�t.on ("°l'urchasei")-
RECITALS
A. Owner ovens the property identified on Exhibit A attached hereto ("Property"
B. Purchaser and. Owner have entered into- a Property Purchase Aareemettt dated as of
Februmy 1.1, 2005 ("Purchase. Agreement11), which grants Purchaser the right to purchase the
Property.
C. The parties desire to enter into this Agreement to allow Ptarchrzser, and. Purchaser's agents,
contactors and representatives to enter onto t1e. Property pursuant to the terms of this
Agreement.
Now.. therefore, for gcio.d and valuable consideration, the receipt said sufirciency of which
is hereby ackna.Uv.°:ledged, the parties heretp trgree as ftill.ovvs;
1. Access and Lifornaation. from. the date of this Agreement until this Agreement
teamainates as hereinafter provided„ Purchaser and its agents, representatives and contractors Shall.
have the, right to enter .upon the: Property at any time Jfor any lawful purpose, inelaadi.a�g, without
l:iixri.tation verifications of inforniatio , and conducting .investigations, tests andstudies,
including, without l razataoon, soils. tests; barings and hazardous waste studies. Owner shall.
promptly furnish to, :purchaser all MR)rniatiurr concerning the Property that Purclimer naay
reasonably request"
2. Work Prior `to Clotiin�:
a. From the date. of -this Agreement until, this Agreement .terminates as
ljc re.r.niajIe.r proyid.ed stibjedt to the corldit,oils.set forth in Section 2(b)(iii) below, Purchaser, in
Purchaser's sole and. absolute discretion and at Purchaser's sole cost and expense, shall have the
right to cause its contractors; .agents and: representatives to enter trpon- the Property to perform
t ecessary ear[hwork: which nay include;: clearing, over.-exca'vation., recompacti.on, placei�.e, t of
necessary -fill soils, and grading on the Property, atd..to cotninetaee or complete any c�otistraction
which is permittedfo be commenced or completed. pursuant. to applicable law (collectively, the:
"Work").
b. ights pursuuant. to Section (a) above are subject to the
following conditions
Page 1.
Purchaser. shall indemnify, defend andhaleharmless Owner flor.
and, against all .liability,, loss, costs, damage, or e�,pehse (including 'reasonable attorneys fees
(individually and c6lleotiv ly".0 . osts") whi3O.1 owne arise out of the Work
e .r _niay sustain which
provided, boweyer. that (i) this indemnity , shall not app sts arise 1. ly t6 the event such Co. , ris i
connect I ion: with Owner's negligence or wi.11fulniispOnduct; anal �.H) Purchaser shall have. n(
.liability to Owner gar t.o.any other person,or entity by reason of'. nor,shall. Purchaser have any du(3.
to indemnify; defen,41t or hekld.-any -p.Qrion, or entity barmloss-frorn or againstA.n.y. Costs, including
Alvidiout limitation or fb.r dimi iution in vajue of Property
any claim for H
remcdianon .car clean*up costs, out of or in t
arising in with the mere fact of havin. p
.discovered and/or re*ported (as ma be' .i6quired by la-w) any adverse: physical condition. title
Y
condh,ion .or. de�(eot with re'speet to theTro ert-,
J r, ()T oth 9. . �
(ii) Piurchaser shall cause its contractors. agents and ,representatives
entering upon. the Propetty 'purs-tiant to this Agrmment to obtain cornniercA at general 4L2bil . Ity
s to persons ar pr.,qper.ty sustained. on the Property.
msunmeei insuring agnauast 10juxles tag' dt VaniaC1,ge
with. a. combined. single limit of Two. Million. Dollars ($2,000,000) naming . Owner as ,in
additional Insured.
Pur.6116ser's rigi ts pUrsuant to this A nate 0"* tile
-greement j
,earlier of (A.).the : date, Purchaser n.6tifies. OwnerthatPurchaser is te.1-Minating its right t0 Purchase
the. Pr*rtv under" the Purdiase Ag, ient, or (13) the date that: 'Purchaser purchases the
PropertY,
. (IV) In the event Purchaser-undertak-es the Work and Purchaser does not
pur&ase thb 'Pfoperty- for, any reason. othar than 0w-0,&s defauft under the -
tiler l, Within sixty (()0) :d,ar eme t Q
after the date that this Agre n terr.nin tes piu-suant t
Section 2(b)(i il)(A), above, 'Purchaser, at P - urclia-sefs sale cost and expense, sbal 1, remove fTom the
Property all equipmen t,, materials,. SqP li ft* and strLiciures or other1m.prowments (including,
Ls
without Rinitatiolfi oun )ns, and stabs) w mc h fbotill. f h chaser or Purchaser'contractors
Purchaser s
1111ay 110\1e placed ori the kropeO.
3. NN6_0blivation.,tor Turdhase. Nothing in this Algreemen't s . 11A.11, be.. deemed to
obligate Puichaser. to putchase. the Prop&j-ty, and. Purchaser is tu)t,ko obligated.
4, Nfisc,61aneous..
a. Entire'This Asre-cuient and the
Airreement No Quil. Mtodif a T s
SuperSede
.xhibits hereto conq4ute th 1 all orior
final and complete agrek�ment, a uct
-the patties relatingy to -,iatter
orre, s e, memorand betw6en 4
pon&nc a or ag.11, To _ts the subject n
iereolt ", This Areelnent cmnot be changd: -.or 'modified other than., by a. writte-ti, agreement
wecuted by bath parties.
Niai-?
Successors Bound: The.prov;sions:of thus Agreement shall. extcnd"to, bind,
and inure to the benefit of the parties hereto and th6i-. re_speciive persoiial representative, heirs,
successors, and assigns.
c. Governing Law. This Agreement shall be goven-ted. by and construed in.
accordance with the 1:6ws of CaliforniA.
d. Ccunter arts. 1'h.is Aug eeaxient Wray be executed in more Than or�c.
aou�itei,part, each of which shalt be deenred an origirial. and all. of ,.4 ich. together Shall constitute
one and the sanio instrttm.ent_
e, Atto.rnevs' lees: fin the event- that either party hereto brings an action or
proceeding for a declm-atiop nl the rights of the parti.O under this Agreement. . for iiijunctivt
relief; or for an alleged breach or default of this Agre'eme.nt, or any'c�ther a tior arisiri out of this
Agree zyt, the prevailing —.par ;i �. E y such; actl:o i sli :il be entitled cc� air sward of reasonable
attorneys' fees and any courf eosts.incurred in. such action, or proceeding: in, addition to any other
dm-ages or r`lief awarde'd, regardless,pf whether such: action procceds to final judgment:.
f. Severah litv. if ai.iy tern1 9r provision of this Agreement shall; to any
extent; beheld invalid or ulleiifdreeable, the rema nina tenets and provisions of this .Agreement
shall not be affected th ereby; but each rern ining term and* provision shall be valid and enforced
to thc.fulle5t extent pe.rinitted.by law.
g. Laptions. Tltz cptio�s of daisgreernetat a.re inserted solely for
coi Wei ience of reference only .arid do riot deli -describe or li �.it. the scope or intent of this
Agreement crony term. hereof.
h. Exhibits. All exhibiis attached hercto are hereby incorporated herein. by
rel:eienee and made.a Bart heileoff*
Construction. Owner and Purchaser acknowledge• throat each patty and its
counsel have review- ed and revised.this Agreement -mid that the normal rule of c-onstruetion to the
cf.#ect " tha any ambiguities ;tee for be resolved against the drafting patty ihall not be employed .in
the i_Iterprctatioi•a of this Agrcernent {including the ex:laibits) of any. aniendrx�.ents Thereto, and th.e
same shall be construed neither [:err nor against. P'�irch�as4r or Owner, but shell be d reasonable
interpretation in accordance with the plain.. njeaning of its tenets and. the intent ref the parties.
jfCJ ST OF PAGE IN'J'IrNTI[ONALLY .I..EFT BLANK — SIGH A1I RIES APPEAR ON T.E
FOLLOWING' PAGE.]
Page 3
f F,A ENTRY AND A? ORk AGIE ENT S1C. N. A.T RE%PAGEj
� �tTN. 'VHERE E.' the parties execute. this Miree� lent, jrntetl�tn� tc� tie tega ly"
Wund a5 of the' cute first set. Ort ayc .
a viv O MAIR ANVEST
a'da- ifornia lniiied [it
Lil .
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RY31C I ASS r.�L•f
P..UR i 1A5 COS 'C '��VIIoLE5 E GC3:�21 ORA TJON
d'Wdshi at��ra c�:r. n ati of
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<Ds�r�ption ��1e ;Pr�i�erl"
>:• :S�e t�ei__ I������} fc�llvin�2 Ehis- pale:
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La Qtinta, CA
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- Page 1 of 1
Tony Colarossi
From: Les Johnson.
Sent: Friday, February 24, 2006 5:22 PM
To: Tony Colarossi
Subject: Costco Information Request
Tony,
As I mentioned to you earlier, Jeff Wilson at MulvannyG2 called me late this afternoon requesting notification of
exactly what is necessary for approval and issuance of C6stco's rough grading permit. Jeff specifically asked
what we need that involves Komar as the current property owner. He is in need of this information by 9:30 am
Monday morning for a meeting that Costco and Komar are having. Jeff's direct number is (425) 463-1378. He
asked that you have him paged if he is not at his desk when you call. Thanks for your assistance.
Les Johnson
City of La Quinta
Planning Manager
P.O. Box 1504
78-495 Calle Tampico
La Quinta, CA 92247-1504
Office: (760) 777-7125
Direct: (760) 777-7071
2/24/2006
C"-)��c Co
Page 1 of 1
Tony Colarossi
From: Tim Jonasson
Sent: Friday, February 24, 2006 3:37 PM
To: Paul Goble; Tony Colarossi
Subject: Costco's Grading Plans
FYI Bob with Fuscoe will be doing a pen and ink change to their rough grading plans to change the over ex )
requirement per a letter change from the geotech. I said this would be okay as long as we had the geotech letter
and acknowledgemen rom a engineer o record. They would also like to meet when they resubmit their precise
grading plans. I said we would meet with them after a day or so after they submit the revised plans. Please be on
the lookout for these plans via fed ex early next week. Thanks.
Tim Jonasson, PE
Public Works Director/City Engineer
City of La Quinta
(760) 777-7042
tjonasson@la-quinta.org
2/24/2006
Jesse Jimenez
Subject: PCN 05303 COSTCO TRACT 33960 PM 10 `
Due Date: Friday, December 23, 2005
Status: Waiting on someone else
Percent Complete: 0%
Total Work: 0 hours
Actual Work: 0 hours
Owner: Jesse Jimenez
Requested By: Paul Goble
11/23/2005 SENT TO TONY FOR HIS REVIEW (JGJ)
11 /30/05 - Tony started a plan check and got the following:
1. Provide the Site Development Permit No. (SDP No.) in the lower right title box.
2. Site is greater than 10 acres, so all AQMD forms are required, like Form A and AQMD Site Specific Plan, see attached
or call Tony at 777-7089.
3. Provide Vicinity Map on this plan which will stand alone, do not incorporate the PM10 plan with other plans, like Rough
Grading.
4. Box containing all the dates, acres, water trucks, etc, fill all this data out and put in the proper phase. This plan is good
for all phases of project.
5. Water source must be identified on the plan view and include the flow rate in gpm.
6. Prewatering is required and the depth of prewater must reach the bottom of the cut prior to exporting or moving soil
around. Provide prewater text.
7. A track out system must be used. You show it on the SWPPP so use the same one as detailed and include "clean
gravel 1-3", depth of section, and depth of clean section.
8. In active text must be shown on all phases, see attached provided.
9. Stockpile text and possible drawn on plan view. Need to id if stockpiles will be on site, detail info required too.
10. Monitoring template reference (CVFDCH Sect 6.2 or place on plan see attached.) required.
11. PM10 sign detailed on the plan is required, seethe attached for example, city has acad file for this if email request
email me Tony at acolarossi@la-quinta.org and I will send you drawing. You need a plan set number too, see example.
12. Dump site location should show up on Vicinity Map.
13. Archological contract prior to permiting, submit if possible.
14. If owner and responsible person is not the same thing, then fill out Owner Designee form and return next time.
15. Bonding info, 2000 per acre 75% bond and 25% cash.
16. Show PM10 fence around entire site or show equivalent like wall existing.
17. Speed limit sign needed at entrance.
Note: SWPPP has been submittted.
11/30/05 - Tony finished plan check and gave to Paul
11/30/2005 Paul reviewed and annotated 1st round check. Redlines to Christine to return to Fuscoe for correction.
11/30/05 223PM RECEIVED PLAN CHECK ITEM FROM PAUL. SENT VIA CAL OVERNIGHT AND FAXED NOTICE TO
PRJ ENGINEER. (CK)
12/21/2005 RECEIVED PLAN CHECK ITEM FOR PROJECT ENGINEER SENT TO TONY FOR HIS REVIEW (JGJ)
12/22/05 - Tony started plan review and got the following:
1. The AQMD Site Specific Plan was not filled out by the Engineer. This, plan needs to be filled out and returned to the City
for Signature. Please do so.
2. Sheet 2, the phone number on the sign must be a 760 area code or be toll free number.
3. PM10 bonding amounts are as follows:
PM 10 Bonding . 1 .
(Acres = 17.3 1
25% Cash Required = $8,665
f
i -
75% Bond Required = $25,995
Total _ $34,660
12/22/05 - Tony finished plan review and gave to Paul
12/23/2005 Paul reviewed 2nd round check without additional comments. Fuscoe to complete site specific plan and revise
phone number for signage. Fuscoe instructed to hold PM10 plan mylar until rough grading plan is also ready to mylar.
Redlines to Jesse to forward to Fuscoe.
12/23/05 105PM RECEIVED PLAN CHECK ITEM FROM PAUL. SENT VIA CAL OVERNIGHT AND SENT FAX NOTICE
TO PROJECT ENGINEER. (CK)
02/16/2006 RECEIVED PLAN CHECK ITEM SENT TO PAUL FOR HIS REVIEW AS PER HIS REQUEST (JGJ)
02/16/2006 404pm IN WILL CALL FOR SIGNATURES AS DISCUSSED WITH BOB STRONG (PG)
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 5030
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 pennittee (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 ('W) 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
Fine and the existing road paving shall be two and a half inches (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.
i
Citv of La Quinta
® R41 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 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.
® 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 (6) 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 ( 4 ) inches of A.0 surfacing placed on a ( 6 )
inch ( crushed ) 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.5030
COSTCO / Rough Grading / Parcel No. 33960
In addition to the standard permit conditions, the following shall apply:
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. At the time of issuing this permit, the Rough Grading and/or Precise Grading plan have not been
approved. Therefore, rough or precise grading is not permitted within this permit until these plans have
been approved by the City. Engineer. Also, a preconstruction meeting with the Public Works
Construction Division must be completed and at the preconstruction meeting the City must give the
approval to begin construction according to the approved plans.
4. Costco Wholesale and/or W.L. Butler Construction, Inc., 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 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 1 st 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.. Work within 500 feet of a signalized intersection shall be performed 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 (951) 955-6894 if signal operation at
the intersection is to be altered in any way.
Special Conditions Page I of 6
PERMIT NO.5030
COSTCO / Rough Grading / Parcel No. 33960
8. Pursuant to Section 14.16.110 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.
9. Any land on which Williamson Act contracts apply shall remain undisturbed.
10. 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.
11. 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.
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. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas
on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public Works
front counter phone at 777-7075 or the Associate Engineer at 777-7089 to determine the city inspector's
phone number.
If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on
the criteria set forth in the Project Soils Report, Public Works Greenbook, or Uniform Building Code, the
Public Works inspector may halt grading operations until the inadequate soil has either been removed or
the Public Works Director authorizes grading to continue.
The above testing or observations does not relieve the permittee's responsibility for future repairs due to
settlement at and near the locations of the work area.
Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a
certified letter indicating that the grading has been completed per the approved plan. A compaction report
on all fill is required following pad certification and prior to building permit issuance.
Special Conditions Page 2 of 6
PERMIT NO.5030
COSTCO / Rough Grading / Parcel No. 33960
ep
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.
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. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall
call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a
preconstruction meeting with the City Inspection staff.
17. 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.
18. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an
archaeological observer for the site excavations within native undisturbed soils. A copy of the contract
must be submitted to the Public Works Department and attention this to the Associate Engineer. If the
archaeologist determines the site note to be required to be observed, please submit a letter signed by the
archaeologist stating their determination.
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 plan at 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 to. 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.
Special Conditions Page 3 of 6
PERMIT NO.5030
COSTCO / Rough Grading / Parcel No. 33960
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.
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.
Special Conditions Page 4 of 6
PERMIT NO.5030
COSTCO / Rough Grading / Parcel No. 33960
24. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1.982),
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.
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 %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
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 3/" 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.
Special Conditions Page 5 of 6
PERMIT NO.5030
COSTCO / Rough Grading / Parcel No. 33960
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.
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
K
kn KLEINFELDER
An employee owned company
February 27, 2006
Project No. 55403/GEO
Costco Wholesale
C/o MulvannyG2 Architecture
1110 112th Avenue NE, Suite 500
Bellevue, Washington 98004
Attention: Mr. Jeff Wilson
Subject: Supplemental Earthwork Recommendations
Proposed COSTCO Wholesale La Quinta Warehouse
SWC of Jefferson Street and Highway 111
La Quinta, California
Reference: Geotechnical Investigation, Proposed Costco Wholesale Warehouse,
SWC of Jefferson Street and Highway 111, La Quinta, California;
Prepared by Kleinfelder, Inc., dated May 23, 2005, Project No. 55403
Dear Mr. Wilson:
At your request we have prepared this letter to provide supplemental earthwork
recommendations. Based on, conversations with MulvannyG2 personnel, we
understand that Costco Wholesale (Costco) has requested options to reduce the
amount of earthwork for the subject project.
The recommendations presented in the referenced geotechnical investigation were
based on maximum column loads of 150 kips. We understand, based on conversations
with Mr. Allen Tucker with Engineers Northwest (project structural engineers), we
understand that the maximum column loads for the proposed warehouse will be 86
kips. Based on the reduced structural loads, we have reevaluated the previously
overexcavation recommendations for the foundation, as well as, provided options for
reduced overexcavation for the slab -on -grade floors and pavement areas.
The following recommendations may be used as options instead of those presented in
the referenced geotechnical investigation report:
• Shallow Foundations: For the proposed structures, we recommend that the
footings be placed on a minimum of 3 feet of engineered fill. The engineered fill
should extend horizontally beyond the edges of all foundation elements a
minimum of 3 feet. The fill should placed as previously recommended and
compacted to at least 90 percent relative compaction.
Slab -on -Grade:
a minimum of 3
compaction.
55403-GEO/DBA6L030
Copyright 2006, Kleinfelder, Inc.
For the proposed structure, the slab -on -grade may be placed on
feet of engineered fill compacted to at least 95 percent relative
Page 1 of 2
February 27, 2006
KLEINFELDER 1370 Valley Vista Drive, Suite 150, Diamond Bar;, CA 91765-3910 -(909) 396-0335 (909) 396-1324 fax
• Pavement Subgrade: The proposed concrete or asphaltic concrete pavements
may be placed over a minimum of. 12 inches of engineered fill compacted to at
least 95 percent relative compaction.
Prior to the placement of engineered fill, after site preparation, processing of the
approved excavation bottom should be performed by scarifying to a minimum depth of
8 inches, moisture conditioning or drying to between optimum and 5 percent above the
optimum moisture content and compacting to 'a minimum of 90 percent of the maximum
dry density.
All other recommendations presented in the referenced. geotechnical investigation
report remain applicable to the subject project and should be incorporated into the
design and construction of the proposed project. The above revised recommendations
may be used for all earthwork at the project site.
We appreciate the opportunity to be of service on this project. If you have any
questions or required additional information, please do not hesitate to contact our office.
Respectfully submitted,
KLEINFELDER, INC. -
���0 0 A"
��
l� a No.250Fi m
Eric W. Noel, PE, GE \\
Senior Geotechnical Eng
55403-GEO/DBA6L030 Page 2 of 2 February 27, 2006
Copyright 2006, Kleinfelder, Inc.
KLEINFELDER 1370 Valley Vista Drive, Suite 150, Diamond Bar, CA 91765-3910 (909) 396-0335 (909) 396-1324 fax