51162•
ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
Finance Revenue Code E-1
DFSEP 15 2006 ILU
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewets
works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS.
r like public
Subdivision Improvement Permit - Class III
Minor Improvement Permit Class IV
DATE:June 26, 2006
LOCATION OF�CONSTRUCTION (Street address or Description): Polo Estates TM 31852; 52"' and Madison
PURPOSE OF CONSTRUCTION: Clear & grub and rough grading
DESCRIPTION OF CONSTRUCTION: Clear & grub, stockpile and grading
DIMENSION OFINSTALLATION OR REMOVAL: See PM-10 plan 0(p 0(y!. f
APPROXIMATE TIME WHEN WORK WILL BEGIN:WiII call TIME OF COMPLETION:Five months from start
ESTIMATED CONSTRUCTION COST: $80,000.00 (Including removal -of all obstruction, materials, and debris, backfilling,
compaction and placing permanent resurfacing and/or, replacing improvements)
COMMENTS:
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 at (760) 777-
7075.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all ap cable I and re ulati of a City
of La Quinta and to pay for any additional replacbment necessary as the result of this work.
Signature o�Icant or Agent
Kirk Gilger 79-334 Mission Dr. West La Quinta, CA 92253 (760) 777-8436 (801) 231-2400
Name of Applicant (please print) Business Address Telephone No..
Gilger Resort Construction 12608 South 125 West, Suite C Draper, UT 84020 (801) 572-5900
Name of Contractor and Job Foreman Business Address Telephone No.
869681 063156
Contractor's License No. 9 City Business License No.
American Safety ESL 0126170601
Applicant's Insurance Company Policy Number
a:
FEES: Subdivision Improvement Permit - Class III. Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit - Class IV See attached schedule
Inspection Fee
Permit Fee
As -Built Deposit
Cash Deposit -Surety Bond,
if required
TOTAL
$ 2,400.00
$100.00
5
$ 0 ,000.00)
$1500.00
6
PERMIT NO.51 1 6
DATE APPROVED: g
EXPIRATI,D ON ATE:
BY: J17
Administrative Authority
ca
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I PUBLIC WORKS DEPARTMENT I
APPLICATION FOR PERMIT
Date:
Tract No: 3J Project Name:
Vicinity: ,
Purpose of Construction (i.e.: Rouo Grading, Offsite Street, etc.)
ILnlno�n C,71111 .., po-A vw . PM.t. = 0C�OC�4 = Ps 1J
Description of Construction (i.e.: See Plan Set No. 01234)
Dimension of Installation or Removal:
Approximate Construction Start Date: .
Approximate Construction Completion Date:
Estimated Construction Cost: $ gC7 to J.-
Estimated Construction Cost shall include the removal o all obstructions, materials, and debris, back -filling; compaction and
placing permanent resurfacing and or replacing improvements
Contact Name: 4,.zL & J� jQ,,,, Phone Number: )- a31 216t
Name of Applicarit/Owner
Applicant Address:
Applicant Telephone Number:
Applicant E-mail Address:
Name of Contractor:
Contractor Address:
Contractor Telephone Number:
Contractor State License Number:.
Contractor City Business License Number: ah(P
Contractor E-mail Address:
►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED t
Applicant Contractor General Liability Insurance Company:
t--% I— Y
Applicant or Contractor General Liability Insurance Policy Number:
Office Use Only:
t
Inspection Fee: 0 a
Permit Fee:
Ali l�
As -Built
Deposit:
Dust Control
Deposit:
Credit
Amount:
^�
TOTAL FEE DUE:
FOR PERMIT.doc
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Office Use Only:
Assigned Permit Number.
Approval Date: �J b
Expiration
Date:_
Issue
Date:
Administrative Authority:
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TR.EET IMPROVEMENTS(OFFSITE) .
4.5"A(C Pavement St CLUB 2 A.B.
Remove AIC Pavome M bedting
Saw Cut and Remove;AlC Pavement 7 Men. for Clean ,bat
er P.C.C. Type'D' Curb Per Riverside Old. 204
6' A.C. therm
W. P.C.C. Curb 6 GAO Type'A.6" Riv. Co. Std. No. 200
Sidewalk 6 Rer Riv. Co. STD. 4W (Meandering. STD. 404)
10' Eratestllan Trail vdtlt Rail Fence
Catch Basin Per. Co. Old. Na 300 VM gutter depression .
Cra lt. Oullet Drain SO:iiewe Co. Std. 306 (moMW no cover)
P.C.C. Dttvaway. Par d La Oulnta STD, NO.221
Instae Slop Bar. Stop Legend and Slop Sip
Install Streat Name Sign
Adjust Existing Hammier ud to Grade (One Time Orly)
ng Water Vatves to Grade (Otte Time Only)
rVo'WE
sting pmv w Poles
Flre Hydrent Pavement Mae Mrs
TREET IMPROVEMENTS (ONSITE)
3' AM Pavement 40,1 Claw 2 A.B.
6" P.C.C. Curb i Gutter Per La QulM std
8' P.C.C. Ctxb Per La 6* to so SM
P.C.C. Cross Guttarand Spandrel With Splash Area
P.C.C. Driveway Per �y of La Qulnta STD. NO, 221
P.C.C. EM019WM "es Road
str. Catch Basin P4. to Qutnta OK Wa 201 with PM.00PM69W par L.Q Sid. 302.
atr. Oudel Draln Spin a Co. Std. 308 (modified no cover)
Adjust Eidseng Manhole Ud to Grade (One Time Only)
Install stop Bar. Stop l"And and Stop,Slpn
InslaO Street Name si0n
Engineer's Z.
Estimate
TRACT N . 31882
39,396 S.F.
6,433 S.F.
1,477 S.F.
530 L.F.
$02 L.F.
1.590 LF.
4,60 SF.
SAW S.F.
1 EA.
1 EA
233 S.F.
3 EA
2 EA
2 EA.
10 EA.
9 EA
7 EA
33.916 S.F.
1,902 L.F.
132 LF.
1,083 S.F.
232 S.F.
2.450 , S.F.
1 EA
1 EA
7 EA.
1 EA
1 EA
3 EA
S1.9e
S1.S0
62.00
S7.50
$950
$6.50
93.00
$4.00
$10,000.00
$1.500.00
$4.00
S460.00
$200.00
. l200.00
$200.00
$20.000.00
$25.00
$1.76
58.50
l750
$4.00
$4.00
$4.00
$10,000.00
$1.500.00
$200.00
S450.00
$200.00
EWERIMPRQVEMENTS
VCP sewer Mawr 930 LP, $47.00
Sewer Lateral 14 EA. 5470:00
anhole 8 EA. f1,940.00
$15,31?
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Dt'v-06-2005 TUE 01:58 PM',HAC ENGINEERING
FAX NO.
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TRACT
31852
CL-
LME COMPANY
. 030703I
Card:
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Data lormOB
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ESCRO�ITON
QUANTTrY
UNIT
COST
SUBTOTAL
wTERIMPROVEMENTS
Ir 0.1 Water Main '.
690
L.F.
$36.50
t2S.185.
12' D.I Water Mein
400
LF,
$56.50
t22.600.00
W 0.1 Water main
1.655
LF.
168.60
$140.487. 60
4' Mew i
14
E.A.
t26o.00
SS•500, 00
0.0; AtxemLty
2
EA
$3,600.00
$7,000. 00
Mw. Bende
15
E.A.
$=.00
I113.W0.00
Ir ram Val"
1
EA
S1.120.00
$1,120
12' Gate VaHa.
2
LA.
tt.W0.00
$3.040 .00
121x0r Reducer ;
2
E.A.
$1,000.00
$2,000.00
18'x8•Regecer
2
EA
31=00
s2.44ao
18'Bvaarayl/atre I
7
EA
$3.600.00
t?A,500.
12' x 1B' Tw
2
EA.
t5.t00.00
St 1,600 00
IVx18'Too
1
EA.
t6,OWA
$5.900.0
Fv9ttYdraM
3
EA.
$3,940.00
lj11.820.0a
r 9arria
14
EA.
t300.00
sa.zao.00
1 ur am1 Miter
1
' Fll
t1800.Oo
$1.600.00
etel !
tt 572.50
STORM DRAIN;
inatail 24' NAPE Stotilt pram Pipe
271
L.F.
t22.60
$0.097.60
Instal Sr HDPE Swan Drain Pipe
34
LF.
t41.00
$1.394.00
Instal 2C HDPE Beni Is
3
EA
$650.00
$2,560.60
Natal 2P RCP
27
L.F.
igloo
112A84.00
betel 6' PVC Pips `
I
124
LF.
$7.00
S888.00
,
Instil3w &oala am!
2
E.A.
$210.00
$420.00
Construct iip flap &t,ucaae Per Dow on Stoml OroGt Plan
2
EA
55.000.00
$10.000.00
SWW FAw
t
EA
$15.000.00
$15.000.00
OW
813.E
ISCT
Uwdmopft Wang Utessan and Ave. 62
27,000
S.F.
$4.00
$108.000.00
Fbw
Final � �
14
EA
$150.00
$2.100.00
Fine Lot Grseir0 j
14
EA
S500.00
$7.000,00
RcWh La Grading i
14
EA
$000.00
$11,200.00
12,2(17
C.Y.
$5.00
$61485.00
otat
>y 786A0
U 8: T O L
41LOSI.M.34
07t CONTINdENC
03139.13
TOTAL
it1 0.
COST PER LOT
14 LOTS
581.037.98
PaRmlm ly EdittOL Dean not Irwho a t1mm Ii pw not r MW to wGet and twly plasm-mtt
Do.. not Ineluda SoiKts. C.V W.D. FogiN aD Faas. Ootammetttal AgWM FNs.
does not &t IUds We+watattng ar sole UstMq.
ismy oer4xmmuon o/ 4" at and ilea !Ills east Is net fletMded.
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City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 5116
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. Whenever7 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 ('/") 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 XV) 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
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 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.
❑ R1.4 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 ( 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.
1!
PERMIT NO.5116
Polo Estates / Rough Grading / Tract No. 31852
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. Gifeer Resort Construction, hereinafter referred to as "Permittee", shall be responsible for providing
continuous dust and erosion control.
4. The permittee shall be responsible for fugitive dust control as outlined in the approved dust control plan
and the following:
a. During Import/Export
1. A valid grading permit shall be active at both the import and export sites
2. The soil at the import or export location shall be premoistened to a minimum of 70% of
optimum moisture based on ASTM D 1557 prior to transporting material on the public right of
way. .
3. All trucks shall be covered and have a minimum of 6" freeboard prior to hauling.
4. Street cleaning shall occur at both import and export sites and, both sites must obtain a city
approved trackout system.
b. Storage and Stockpile Handling
1. Wind Sheltering
a. Install PM10 fencing on 3 sides of pile equal to height of pile.
b. Coverings can be used on small piles and they must be secured
2. Stockpile Stabilization Methods
a. Continous watering by truck or sprinklers or
b. Chemical stabilization with continuous monitoring
3. Material Handling
a. Confine load in/out to downwind side of pile
b. Piles greater than 8ft in height must be a minimum of 100 ft away from occupied
buildings.
5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
Special Conditions Page I of 6
4
PERMIT NO.5116
Polo Estates / Rough Grading / Tract No. 31852
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 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.
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.
8. Any land on which Williamson Act contracts apply shall remain undisturbed.
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.
10. 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.
11. 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.
Special Conditions
Page. 2 of 6
i
PERMIT NO.5116
Polo. Estates / Rough Grading / Tract No. 31852
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 pernittee'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.
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.
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.
Special Conditions
Page 3 of 6
PERMIT NO.5116
Polo Estates / Rough Grading / Tract No. 31852
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.
12. 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.
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.
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 Associate Engineer) of the private landowner 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) 777-7097 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. 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 Assistant Engineer
I. If the archaeologist determines the site ,note to be required to be observed, please submit a letter
signed by the archaeologist stating their determination.
Special Conditions Page 4 of 6
PERMIT NO.5116
Polo Estates / Rough Grading / Tract No. 31852
20. 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..
21. 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.
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:
Asphalt work of any kind is. not permitted.
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 5 of 6
,l
4 '
PERMIT NO.5116
Polo Estates / Rough Grading / Tract No. 31852
30. Flagger Requirements
A. Minimum Requirements
1. Receive and communicate specific instructions clearly, firmly, and courteously;
2. Move & maneuver quickly;
3. Provide clear and positive guidance;
4. Understand and apply safe traffic control practices;
5. , Recognize dangerous traffic situations in sufficient time to avoid injury.
B. Flagger Safety Apparel
1. Background
a. Fluorescent orange -red, or
b. Fluorescent yellow -green
2. Retroreflective material (Orange, yellow, white, silver, yellow -green, or fluorescent
version.
3. Material shall be visible at 1000 'ft
4. Apparel shall be designed to identify the wearer as a person
5. Law enforcement personnel should adhere to the same standard
C. Hand -Signaling Devices
a. Stop/Slow paddle octagonal in shape with minimum 18" width and 6" letters. Must
have white legend on red background.
D. Directing Traffic
1. Only three (3) signals are required.
STOP SLOW PROCEED
E. Flagger Communications
1. If work area is too long for relay (2 flaggers can't see each other)
a. One flagger given the responsibility to coordinate
b. Use Radios or
c. Field phones
F. Flagger warning signs must be removed or covered when flagging is finished, when work is
not going to start immediately, or when work is completed.
Special Conditions Page 6 of 6
azWsw ritMMIL
a
PHASE A' ROUGH CR40ING (SITE PREP. R MOBIUTADON) CON17NUED
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PHASE A'. ROUGH GRADING (SITE PREP. R
atrauwtnA ,r..tx w.nr(
TM 31852
IF YOU SEE DUST COMING FROM
THIS PROJECT PLEASE CALL:
(760) 343-7545
DUST CONTROL SIGN CRITERIA
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LA 9UINTA
SEC. 4
7.85. �rRAa A:T st
ArEYYE sl
eRaccT sI>E
VICARTY MAP
tlpxAS G.mE LEOA9aNriS PAGE NTO. 0->
SDY£
SroC 7'116 xtll rrm ME e0?'r30'
OCCYRE a R� 9IE (t' !]t,Nl 8 SE)
-
:; wxtw'
. - nrrlusr
6. LRAVEI
LmU ;F�•�(i.•t
ua reNos-a> •R�'Jri �'� `- 1.� ..�—.- ! w, r�� , r yvJ
.•i s - PROP:'ciwN ma" �I Lour:w
a,ro rENQ : e � — is •.;
Eebf. ie• a.P. wArDauw l ; `:yY - - _ - .�p
PER E.LOT're
rxar. xArtR sorMCE rER rotTa : `.. "<" : a i I : i
ABO.T caa� $►•IFFY INDEX MAP LPGIION
OEYLLP^Dr SINLL O� AY ECRpnW[Nr 0 20 M im
PERYIr OR ROtI wR iEYP. 6' ,1C aUUNUY
PIPE
GeaPNC SGt£ r .tee
CDYOELAOV:r:'iA
Plan Sat No.
Del Fhb "°° D y
��a-oa-rs .
aAa>nJ-wt
l-^ 0. 1 L dmlx CITY OF LA OUINTA SHEET 1
LOCAL AIR OUALITY MANAGEMENT PLAN
PM,o DUST MITIGATION
TRACT NO. M2 OAF 1
pymr Ylaew EIISr
c n uw mart n..n- SEC. I9. T.SS.. R.IE, S.B.M.
wr,
. Exhibit A
SECURITY — TRACT MAP NO. 31852
ON -SITE IMPROVEMENTS
Improvements designated as 'Participatory' have been or will be constructed by others. Security for
Participatory Improvements shall remain in place indefinitely until called upon or released by City.
Monumentation security. shall guarantee performance of or payment for the work and shall be utilized or
released as specified in Chapter 4, Article 9 of the Subdivision Map Act.
As elements of the work are completed, Subdivider may request a maximum of two partial releases of
performance security. Partial releases shall be for not less than ten percent (10%) of the total
performance security for the TRACT and shall not reduce total performance security below the amount
necessary to complete the Improvements plus ten percent (10%) of the original amount. Partial releases
of performance security will be evaluated and may be granted, in whole or' in part, by the City Engineer.
Requests for partial releases, setting forth in detail the amount of work completed and the value thereof,
shall be made in writing to the City Engineer.
Labor & materials security shall remain in place until 90 days after all required TRACT improvements are
complete and accepted by the City Council.
Improvement Description Performance Labor & Materials
Grading
$
79,685
$
79,685
Street
$
104,348.
$
104,348
Domestic Water
$
286,572
$
286,572
Storm Drain
$
38,814
$
38,814
Dry Utilities
$
-
$
-
Sewer
$
67,410
$
67,410
Monumentation
$.
2,100
Totals
$
578,929
$
576,829
Standard 10% Contingency
$
57,893
$
57,683
Total Construction Cost
$
636,822
$
634,512
Professional Fees, Design 106/6
$
63,682
$
63,451
Professional Fees, Const 10%
$
63,682,
$
63,451
Bond Amount
$
764,186
$
761,414
TADevelopment Services Division\Development Projecls\Agreements\SIA\SIAs in Progress\Polo Estates TM 31852\ONSITE_SIA.doc 7 of 7
Finance Revenue Code E-1
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.
DATE:June 6, 2006
LOCATION 0 CONSTRUCTION (Street ddress or De cription): Polo Es
PURPOSE OF ONSTRUCTION: Clear an rub
DESCRIPTION F CONSTRUCTION: Clea and rub to, ile
DIMENSION OR STALLATION OR REMO AL: See M-10 Ian
APPROXIMATE - ME WHEN WORK WILL BEGIN: I call
ESTIMATED CON TRUCTION COST: $6 ,735 (Including removal
and placing perman nt resurfacing and/or replacin improvements)
COMMENTS:
In consideration of the gr'knting of this permit, the a
Indemnify, defend nd save the Cit ,its a' and all penalties, lia i! ities or loss re ulting
property happening or ccurring as proxim
Notify the Administrative uthorit at least
7075.
hereby agrees to:
Subdivision Imp
MZ; Im
TM All852: 52nd
- Class III
E OF C JMPLETION: hree months from start
all obstr ction, mate als, and debris, backfilling, ompaction
rized agents, officer, , representatiles and employee , harmless m and against any
i claims or court ac ion and arising out of any accidE nt, loss damage to persons or
result of any w�ur,
ndertaken und�the permit grant suant to this application.
anty-four (24) in advance of the time when work will be started at (760) 777-
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City
of La Quinta and to pay for any additional replacement necessary as the result of this work.
Signature of Applicant or Agent
Kirk Gilger 79-334 Mission Dr. West La Quinta, CA 92253 (760) 777-8436 (801) 231-2400
Name of Applicant (please print) Business Address Telephone No.
Gilger Resort Construction 12608 South 125 West, Suite C Draper, UT 84020 (801) 572-5900
Name of Contractor and Job Foreman . Business Address Telephone No.
869681 063156
Contractor's License No. City Business License No.
American Safety ESL 0126170601
Applicant's Insurance Company Policy Number
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
c
0
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
See attached schedule
PERMIT NO.5 1 1 6
DATE APPROVED:
EXPIRATION DATE:
BY:
Administrative Authority
">Iva
°5 ll.
r
ti �,
06,/20/20,06 13:17 FAX 801 572 6020
09/16/2006 14:62 FAX 9610816031:
GILGER HOMES
L&L ENVIRONMENTAL
R 004/011
Q 002
19►0L001CAL & CULTURAL. INVESTIGAT/GNS & MONITORING
March 16, 2006
Mr. IGrk Gilger ,
GILGER RESORT CONSTMJCTM
12soe South 126 West, Suite C
Draper, UT 84020
VIA FAX 7W777-M7
REGARDING: PROPOSAL To PROVIDE ARGMAEOLOGICAL AND PALEONTOLOGICAL MITIGATION
MonrroR>N Tw►cr_3�1832. ,THE._PO�O.EsTAm PRwwT� AN B,AcRE
PARCEL.1coATED IN THE CITY OF LA WINTA, R VER SIDE COUN TY, CALIFORNIA-
Mr. Gilger.
L&L ENWRONNENTAL, INC. (L&L) le pleased to provide the. following proposal for Tract
31852, AI'N 772-270-016, iocated northwest of the Intamectlon of Avenue 52 and Madison
Street in the City of La Quinta'V Riverside County -California. .
This proposal is for archaeological and palsontologicai mltigatlon monitoring activilles. This
proposal allows for the midgetion-monitoring .phase only.. A separate proposal/change order will
be submltted for the final report once all grading activities have been completed and the actual
number of collected artifeclu/specimem.is known.
Please do not hesitate to .writact me -or. Sr.,Arrhaeologist.Anna Hoover at the Corona office,
x �" look forward to working with
951-278-860it, should:you' have arty. q r`cornnienb�:
youl
Sincerely,
GgG B�wari�l, I�
-
_-_ J--4-
.'�I•. ._pis'-'.__... ._ '��..r,.. µ. arr'.•-
Leslie Nay Irish. ,
Principal in Charge
1e F�leilrsrRa 0�9far 4°C.1 Q�&r 19�-�er.0�19°��t s-ts oec�a
1269 Pomona 9V'• Suite 102 •Corona, CX 9,9882 - Phone 951.2r9.9608 . F'ox 951.2T9.9609
06/20/2006 13:.17.FAX 801 572 6020 GILGER HOMES IaOO5/011
03/16/2006 14: 52 FAX 0516816531 L&L ENVIRONMNTAL 003
'Irr,�iaeofv8reaf✓�alror�tvlv�ieal�gakos �Ko�it°ring are .
Tract 31952,AeX77x-270-016, City a5'1a Qr hV4 �(asef+Z006
SCOPE OF WORK
The primary purpose of any monitoring Is to insure that If. resources are encountered during
construction/earthmoving operations, a qualified .Archaeologist/Paleontologist has the
opportunity.to examine, recover and determine the irnportance of the find(s). Monitoring must
be conducted during any earthmoving phase of the project.
ArC haeO"1081 monitoring ie usually restricted tp the top 1-2 Ooet cif soil due to the propensity of
archaeological material -to ,become ..ah®llowly btA 'd.- _ Hawever, there is a. chance that
archaeological resources might have become more deeply burled as the result of erosion,
landslides, hood events or other previously unrecorded deposition of topsoil on the prehistoric
ground ' surface_ The monitoring would continue. until such a time that the excavation ends or
sterile soil or bedrock Is encountered. The ,Project Archaeologist will determine the point at
which it Is unlikely additional archaeological remains would be identified within the project area_
Paleontological monitoring.would. begin..once-earthmoving has reached a depth of five (6) feet
or greater. Because of this, W hM- earthmoving operations are not too widely spread, L&L is
able to use a single cross trained monitor on the elte.
The physical act of monitoring comprises in pert,, of watching the excavation procedure for any
signs of msouree mWeriel .in both the excavation and the spoil pies and/or near the
construction activities. It also : includes an education program designed to acquaint the
condtruedon operators with-rwUroes.knownJn-the:area-and to-irksure that all personnel comply
with the guidelines/permits and protocol. Of course, safety is always a concern when working
.around. heavy equipment and L&L requires that all monitors are famlllar with excavation
protocols and aafety guidelines_
General Responsibllitles
ArchaeologicaUpaleonbologlcal monioring,Is,r6qulred oq a I full time.b NW for this project until
the Supervlsing ArchaeologiaVPeleo'ntologist`:has" determined that no further Impact to
resources is likely to occur.. L&L will -conform our schedule to that of the construction schedule.
Due to the fact that grading contractors rarely Approach grading in a method that considers the
mitigation schedule over their ;other priorities, we will check Witty the grading contractor and
his/her schedule on 0 weekly basis to see when our services will be necessary,
�-04-449.,?1�P3 �gc Z of 8 Ldl
06,/20/20,06 13:17 FAX 801 572 6020. GILGER HOMES
[a 006/011
03/16/2008 14:62 FAX 9516816531 L&L EPiVIRONKMAL Q004
Arck�fogfeaf�laoatbfegirarr�btidga�e �4toRrto�tr�g ors
TrectZ.3ZUZ, AeX 772-2M0146 City of La QdWa �ilmr& ZOO6
L&L charges time-and_a-half for any. day over eight (e). hours and for weekend or holiday work,
if L&L is not. contacted or informed when work Is cancelled.:.a show -up fee of four (4) hours will
be charged.
should. archaeologlcal/p>aleontolagical material be. unearthed, the •monitor(s) have the authority
to temporarily haft . or redirect the earthmoving operations until the Supervising
Archaeologist/Paieonto."let has the opportunity .to view the find(&) and determine their
Importance. If the significance, or lack thereof, cannot be determined by "in field" examination
alone, a.recovery program designed to achieve that goal will be Implemented. Such a program
is outside this scope of work and would require a separate contract under a change order, or
Will be done on an hourly basis per attached %* schedule.
If possible Nurnan remains .are encountered-duiih j =the. excavation. program', all, work must stop
In the area In which the find(s) are present and the Riverside County Coroner must be notified.
State law dictates that the Native American Heritage Commission (NAHC) must be notified in
the event that remains are determined to be, In fact, human and of .Native American decent. in
some instances, grave remains may also include artifects found In association .with a burial.
Repatriation' of the remains and other associated work would be .required and is not included in
this scope of work. -- - :— _ _
A supervising field Archaeoiogist/Paleontologlst will -visit the site weekly or es needed,
coordinate with the monitor(a) daily and be available should cultural material be unearthed.
Field and otflce coordination is estimated -at 26-35% of. -field monitoring time; significant finds
will increase the percentage of supervision required, A prindpal and/or project manager will
maintain and coordinate all . services, specialists, and apprise the client of all work, any
significant finds and,ally
In . the event that further resources are encountered, an increase. in bath monitoring and
recovery effort will be required. By the signature below, the dient is informed and agrees to
abide by the laws and guidelines relative to mitigation Including but not limited to .observation,
recordation, recovery and processing as . determined by the supervising Project
Archaeologist/Paleontologist. .
Reports - ---
A final report of ardwoological/paleontolog'rcal findings will be required for compliance under
CEQA, .the Society of Vertebrate Paleontology (SVP) and the City of La Quirrta_ The report will
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06,/20/20.06 13 : 17 FAX 801 572 602'0 GILGER HOMES fa 009/011
03/16/20,08 14:82 FAX 9518816631 L&L. ENVIRONMENTAL 0007
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TYWt 328SA JW1X 772 270-016, City ofla Q#mW 'Mad 2W
Contractual Teams
1) The silent. agrees that L&L . will. perform all work to applicable
protocolMaindords/guidvlines .including ROPA, CEQA, NEPA, SVP or others as
required. The. client agrees. to provide for the mitigation of any and all
encountered resources. Should this change over. the couree or -of the life of the
project; our Scope of Work and corresponding fees will change_ L&L reserves
the right and the client' agn�s to Incl ear both .field,. lab and office ,hours should
the protocol; field results or other;dreumstanaes dictate the need.
2) This proposal Includes archaeological and paleontological mitigation monitoring
only, .Should arnhaeological/pakpritological locallties. be identified on site,
recordation is required, but the additional cost is not included in this cost
estimsite. Generally each archaeological site can be recorded for $650.00 to
$1600.00 depending on cornplexity but variation in size and composition may
increase the Bost substantlally,Subsurface work, is also not included and may
be required'if Bite recordation 16 dsteRr lead to not sulfikientiy mitigate the site.
3) Once the Authatradon : is . signed the. project will be followed through to
completion am quicicly:and professionally, as possible by L&L Environmental, Inc,
4) This proposal 1s valid for thirty days from issuance.
To Be Provided,By.thv Clivi.'-;i.---.-,-a-. --�
art. `.:n= - "•" .
1) The Client shall. make available' to L&L any previous reports, documents or
surveys pertaining to.the subject propergr and property in the immuckAe vicinity
of which they are awWo.
2) The Client shall make available to. L&L any topographic maps, site maps or aerial
photographs available for'the sub}ect.property. with a minimum of four sets of
base topographic maps of the property at a 200' - 400' scale,
3) The --Client o `reprose REUV shalt bes responslbW-i fer all rights of entry
euthorikation to the subject. properq►,
iris f• ._ ..
M-04-449AN �Aage 6 of 8 te'lL
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06j20/2Q06 13:17 FAX 801:572 60.20 GILGER HOMES f�010/011
03/16/20DO 14:52 FAX 0518816531 IAL MIRONRE4TAI, W008
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AUTHORIZATION Tp PROCEED
If this Scone of Work, Fees -($10,000) and T lm' ei Schedule (3 weeks). are acoepteble to you,
please sign the.authorization below and fax. back to the Corona Office (951-2764WS).
Please do not hesltate to contact me If XcU have questions. or require more information from
.met I can bd reached at the Corona aMc'e at (961) 279-0".
..' .:`t: '5') cif', iale• )r.3 i r d 3g JE _3", �'. '.'1..,
Presented by . Authored Indicated above by:
L & L Emrironmental, Inc. 008er Resort Consbmcftn
W-04-449,00 ft86 7of 8 LPL
OSJ20/2906
13:18
FAY
801.572 6020•
GILGER HOMES
03/16/2006
14:63
FAX
9616616r531
LAL ENVIRONMENTAL
[a011/011
Z 009
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2006 SCHEDULE. OF HOURLY RATES AND FEES
HOURLY PROFESSIONALILAggR RATES
PrincipoWn-Cherge: Aarchaeologist, Biologist, Paleontologist (Regis6enedlGdeWied) $100-00
Director. Environmental Assessor (Registered and/or Certified) 90.00
Project Manager/ Technical Specialist 80.00
CECAMEPA Coordinator 80100
Field Crew Supwvisor 80.00
Biologist, Archaeolog�t, Botenis� pet!®oitLologist 80.00
Graphics Designer 50.00
Field Crew 45.00
Word Proomiltg Operator/Technical Editor 45.00
OTHER LABOR RATES
if additional services, areauthertaed dtuing the perfwmhce of a contract compensation wig be based on
the smadule of. Fees in offea at"the time the services are authorized_ Labor rates for expert testimony,
Ittigation support, and depositivnb%curt appearances will be invoiced at three furies the clad person's
hvuriy rate. Any legal feas. Incurred while defending a project will be reimbursed by the client
DIRECT EXPENSES
DlroW expenses are billed at the amount, charged as described below.plus a 10 percent administration over,
•�--:tom.,- .,.,.�..�,;�.
' 0u&o1q)odcat expenses °(sudi ;tot 'not finiited to,, travel, telephone. deliveries. lodging,.meals, bltnprirrt,
neprodudon. photogmpQlcanvfts): at poet, as dm%ed to L &. L unless otherwise noted.
Bubcori&apem Fees: As quoted t1.5%.
• Pavwgvr cars: SOA7 per rnlh
• FoumNheel drive vehicles; $35.00 per -day pius.$0.57 per mile.
• Photo P)r $.15 per page (6-12" x 11' ; 8-1/r x 141; $.35per page (hsvessiz4); $1.25 per page (color).
;Facsimile; ..5125 per
.INVOICING
Unless of ANAW spedW by contract the foUmdna provbiame will apply: Ulvolaes en issued monthly and are payable upon
n mf$. A futenoe charge of 1.5 perc wd per monM Is esseno Mr any anrwo not pold within 30 days Payrr mu dMeaftm Is
80PUM rM to m WRued Porno charge and Um to the unp N principal bola— 7be fr'wma Charge oil not exo"d the
meornum rats allowable by law. Any e4tornWa hms or vicar amb Inaurvd in cot mbv any delk quern amourd shalt be pas by 0m
Gent.
-04-449,�hP1e 8 of 8 , te2t