4382NOTE: r Y/
With propee validation I .
thta'formiccrrstitutestn J; CITY OF LA QUINTA
encroachment permit -
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT).
'p
'For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit —Class II I
DATE: 04-20-05 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION SHOAL CREWR.IVIERA WAY TN 33015
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION
ROUGH GRADING, SW"P, AND PM.1.
ketch (attach construction plans,if appropriate)
DESCRIPTION OF CONSTRUCTION " ROUGH GRADING
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IFWEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION 05-25-05
ESTIMATED CONSTRUCTION COST $ 8 6:aL! r,'=s,1 )
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
k
D°
MAY a 9 2005
CITY OF LA QUINTA
FINANCE DEPE
'. Indemnify,.defend, and save the City, its authorized agents, officers, representatives and employees, harmless from and against an and all
Y, 9 P9 Y
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
-'happening Ior occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority. at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work.
Signature of Applicant or Agent c v 909-798-3688
FIRST PACIFICA DEVELOPMENT (GMIZE WILKES) . 300 EMIT STATE STREET #100, REDLANDS, GA 12173
Name of Applicant (please print) Business Address Telephone No.
DEKO MMIMTED, INC. 81750 AVE 50, INI?z0, CA 92201-9411 760-775-588,1
Name of Contractor and Job Foreman Business Address �t ;� "^ TelepF%rie No.
r
473328----. 1546
Contractor's License No. City Business License No.
RVERiEST,,I1lEWITY INSURANCE 5800000111041
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $
Permit Fee 100.00
BX'e` al y SAS —BUILT DEi'0U'3' 1 _OQ _Q
Cash Deposit -Surety Bond
if required
TOTAL: $ `-I . ~c. `�it�. J.3
Receipt No.
Received by Date
f� 4382
PERMIT VALIDATION
PERMIT NO. 4362
DATE APPROVED
EXPIRATION DATE " L9 6
DATE ISSU kIR.
Administrative Authority
Recorded by
Lk..
Telephone: (760) 777-7075
Coachella Valley Engineers
CVE Confidential
i st
+_ h
Item
Quantity
Unit
Unit Price
Total
Earthwork .
Mobilization -
1
LS
$2,500.00
$2,500.00
Pre -Watering -
1.82
AC
$3,000.00
$5,460.00
Over-X Pads
1
LS
$20,000.00
Import
5293
CY
$8.00
$42,344.00
PM 10 (Fugitive Dust Control)
1
LS
$15,000.00
Blue Top Pads
1
LS
$5,000.00
Rough In Street & Curb Grading
1
LS
$14,250.00
JN03128
®� COE
CASH DEPOSIT STATUS SHEET*
Budget Account No. 101-000-261-
DIN:33015 Project Location:Shoal Creek/Riviera/The Laurels / Tract 33015; La Quinta, CA 92256
Developer:FIRST PACIFICA DEVELOPMENT CORP. 300 E. STATE STREET, #100; REDLANDS, CA 92373
®CASH SECURITY - DESCRIPTION OF OBLIGATION PROMPTING DEPOSIT
®Dust control; ❑As -built plans; ❑Removal of temporary improvements
Other
❑CASH PAYMENT - DESCRIPTION OF OBLIGATION PROMPTING DEPOSIT
CHECK NUMBER 16829 FOR PM10 DUST CONTROL BOND
DEPOSIT
DATE Amount Receipt # DEBIT BALANCE
5/6/05 $4,800.00 $4,800.00
COMMENTS See Encroachment Permit 4382 AND PS No: 05052 ROUGH .GRADING/PRECISE GRADE.. Total
deposit for: PM10-
Cash deposits placed in City administered trust accounts are typically received for two basic reasons: 1) CASH SECURITY -to provide a source of funds for the City
to draw upon if the City incurs costs satisfying obligations of the developer, or 2) CASH PAYMENT- to provide a source of funding for improvements, property, or
services to .be acquired, or administered, by the City at the developer's expense. The City will release the fund balance when the developer's obligations that.
prompted the cash deposit are fully satisfied. The release function is initiated via the Request/Demand for Release of Cash Deposit (Form F058)
F059 8100
PU RM. D" ENT
MTM
[�_.AAPPLICATION FOR. PERMIT
Date:
Location of Construction: SAO--I
T
%I C.
n-Z
PK\ 015
Purpose of Construction:
Description of ns"chon: Ro
Dimension of Installation or Removal:
Approxi
mate - Construction Start Date:
Approximate. COnstruction'Completion Date:, 5- 2 sr: *'Z
-Estimated.Con.struction. cost-.$
Estimated Construction cod shallbwA"& the 'mo'd 0, _.L
placing permanent resuracing f all obstructio % materik and debris, backTdli.& compaction and
aw or rtplacing.improvealcoU.
Contact Name: &,7.rS L W",
Phone Number. 501/9 e— 3 64?6
Name of Applicant* 17-.
Applicant Address:' 3 oo /00 14 .1/,q, ds C4 qz.37Y
Applicant Telephone Number: qoq .798= 3699.
Name of Contractor:
Contractor Address.
75 0
C A 12 z,-., 9'Y//
Contractor Telephone Number:
80D 33? 566 1/ _]60) 772-5
Cou"ctor State License Number: Ll 7 1.1 -2
Contractor City Business License
Number: It 4 to
► A COPY OF THE ENT INSLntAN M. CERTIFICATE MUST BE'PROVIDED .4
Applicant or Contractor General Liability Insumnce Company:
H EAS v 'AlIc e- ujce3 ooc
A v2-t�4
Applicant.orContractor General 'Liability Insurance Policy Number.
8.0-Ci nn^ i i j- CyLl I
OfficeUseOnly
•
Inspection FCC:
Zq 130, Do
P
loo, Do
Deposit: As -Built
'1000. 6
Dust CoUwQ I
Deposit
Amount:
TOTAL: FEE Dbi.'
Office Use On
Assipod Permit Number -7
Approval Date:
Expiration
Date:
Is,iue
Date:
AAministiative Authority:
APR ,15 2005 9:57 AM FR HRH INSURANCE 760 360 4799 TO 919093075875 P.01iO3
nucr wn
CERTIFICATE OF LIABILITY INSURANCE
DATE IMMIODlYY1tYj
Aroaros
PRODUCER
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
HRH Insurance Services of
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
Southern Calif LIC#0684503
77-564 Country Club Dr., 4401
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Palm Desert, CA 92211,
INSURERS AFFORDING COVERAGE
NAIC 0
INSURED Mel -Car Inc
$1750 Avenue 50
Indio, CA 92201
INSURERA Everest Indemnity Insurance
10851
INSURER 8:' Peerless Insurance Company
24198
INSURERC: State Comp. Ins Fund
INSURER 0: St. Paul Travelers
INSURER E
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMEO ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HERON IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE:. BEEN REDUCED BY PAID CLAIMS.
LTR
NSRr.
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE
PATE (EjRQ2)`M
POLICY
PATE EXPIRATION
LIMITS
A
GENERAL LIABILITY
5800000111041
12/16/04
12/16/05
EACH OCCURRENCE
$1 00O 000
X COMMERCIAL GENERAL LIABILITY •
DAMAGE TO RENTED
S50 000
CLAIMS MADE a OCCUR
MED EXP (Any we cerew)
$5 000
PERSONAL & ADV INJURY
91,000,000
GENERAL AGGREGATE
s2,000,000
GEN'L AGGREGATE LIMIT APPLIES PER
PRODUCTS -COMPIOPAGG
$1000000
POLICY EA- LOC
B
AUTOMOBILE�IABILITY
BA9661905
12/15/04
12115/05
COMBBIdINE�D1INGLELIMIT
51,000,000
ALL ONMED AUTOS
X
SCHEDULED AUTOS
BODILY INJURY
(Per person)
S
X
HIRED AUTOS
X
NON-0WNEDAIJTOS
BODILY INJURY
(Peracodw)
S
PROPERTY DAMAGE
S
(Per acddent)
GARAGE LIABILITY
AUTO ONLY- EA ACCIDENT
S
ANY AUTO
OTHER THAN F-A ACC
S
S
AUTO ONLY: AGG
EXCESSAIMBRELLA LIABILITY
EACH OCCURRENCE
S
AGGREGATE
S
OCCUR CLAIMS MADE
S
DEDUCTIBLE
S
RETENTION S
5
C
WORKERS COMPENSATION ANO
00004600942105
01/01/05
01/01/06
X WC ST'Aj • OTH.
EMPLOYERS' UABIUTYFEL
E.L. EACH ACCIDENT
51000000
ANY PROPRIETOWPARTNEPJEXECUTIVE
OFFICERIMEMBER EXCLUDED?
E.L. DISEASE • EA EMPLOYEE
S1,000,000
Ity�s deseraeunCer
E.L. DISEASE - POLICY LIMIT S1 000,000
SPECIAL PROVISKXVS k4ow
D
OTHER Comml Prop.
QT66031502136
12/16/04
12/16/05
Sched Equip: $1,411,912
Leased/Rented:$350,000
Ded• $5,000
DESCRIPTION OF OPERATIONS r-LOCATIONS I-VEHICLES.I EXCLUSIONS-AODED BY ENDORSEMENT I SPECIAL PROVISIONS
Re, Shoal Creek/Riviera Way, La•Quinta CA ��N- ��d/'G 41�4�
Certificate holders are named additional ins ru ed with respect to liability7�
hoIdF,
arising from our named insureds operations under contract per attached
Company form ECG205080504. 10 day notice of cancellation for non-payment.
Fx: 909-798-55" p 0 MD um -I M / TV)
r_GQtleleere unI nee
First Pacifica Development Corp.
& George Wilks
300 East State Street
Redlands, CA 92373
LD ANY OF THE A80VE DESCRIBED POLICIES BE CANCELLED BEFORE THE E7wIRATION
THEREOF. THE ISSUING INSURER WILL ENDEAVOR TO MAIL AA DAYg YVRITTEN
:E TO THE CERTIFICATE MOLDER NAMED TO THE LEFT, BUT FAILURE TO DO 50 SHALL
M NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR
AUTHORIZED REPRESENTATIVE
ACnan Ic rynn4 rnm .
• r — r ,earrrallllvllrrlug
21MAR o ACORD CORPORATION T988
LICENSE #0684503
APR ;15 2005 9:58 AM FR HRH INSURANCE• 760 360 4799 TO 919093075875 t P.02iO3
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ iT CAREFULLY.
ADDITIONAL INSURED OWNERS, LESSEES OR
CONTRACTORS -- AUTOMATIC STATUS WHEN
REQUIRED IN CONSTRUCTION AGREEMENT WITH, YOU. -
ONGOING OPERATIONS ONLY
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
A, Section 11— Who Is An Insured is amended to include as an additional insured any person*or organization for,
whom you are performing operations when you and such person or organization have agreed in writing in a
:contract or agreement prior to the cmencement of such, operations that such person or organization be
added. as an additional insured on your policy_ Such person or organization is an additional insured only with
respect to liability for "bodily injury", "property damage" or "personal and advertising injury' caused, in whole or
in part, by:
1. Your acts or omissions; or ' T
2. The acts or omissions of those acting on your -behalf;
in the performance of your ongoing operations.for-the additional insured. -
A person's or organization's status as an additional insured under this endorsement ends when your operations
for that additional insured are completed.
B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply:
This insurance does not apply to_` -
1. "Bodily injury", "property damage" or"personal and advertising injury arising out of the rendering of, or the
failure to render, any professional architectural, engineering or surveying services, including;
a. The preparing, approving, or failing to prepare or. approve, maps, shop drawings, opinions, reports,
surveys, field orders, change orders or drawings and specifications; or
b.. Supervisory, inspection, architectural or engineering activities.
2. "Bodily injury" or "property damage" occurring after:
a., All work, including materials, parts or equipment furnished in connection with such'work, on the project
(other than service, maintenance ou'repairs) to be performed by or on behalf of the additional insured(s)
at the location of the covered operations has been completed; or
b. That portion of your work" out of which the injury or damage arises has been put to its intended use by
any person or:.organization other than another contractor or subcontractor engaged in performing opera -
lions fora principal as a part of the some project
3. "Bodily injury", "property damage or "personal and advertising injury" arising out of any construction pro-
jects that are partof a consolidated (wrap-up) insurance program. This exclusion also applies to any;
a. Work or operations performed; or
b. Materials, parts or equipment furnished;
in connection with such wrap-up construction projects, regardless of whether, they are performed or fur-
nished at the location of the wrap-up construction project or anywhere else.
ECG 20 508 05 04 Copyright' Everest Reinsurance Company, 2004 Page 1 of.1
Includes copyrighted material of insurance Services Office Inc.
. _ with its permission.
M
APR 15 2005 9:58 AM''
FR HRH INSURANCE 760,360 4799 TO 919093075875
h
�x"JOB STATUS REPORT AS OF APR 08 2005 '3:39 PM PAGE.01
HRH INSURANCE
JOB #354
DATE TIME TO/FROAI. MODE MIN/SEC PGS STATUS
001 4/08 3:37P 9097985563 EC—S 00'55" 002 OK
517 5
zmeunrc
ACORD,. 'CERTIFICATE OF LIABILITY INSURANCE;
WORMS "T'T'
;vRooucF>s
lnsurailte Services Of
SOudT4n1 Wlif UC90684503
T?Z" Ccantry Club Dr, 9401
THIS CERTIFICATE IS ISSUED AS A kIATTER,Op tNPORMATION
ONLY AND colvegS NO RiGmm UPON THE C6Ri1FtCATE
HOLDER. THIS CERTIFICATE VOE5 NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
INSURERS AFFORDING CDVM E
am-wRA Everest lndamnirylnsamnce
NAIC i
10851
Palm Desert CA BZZTt
lam
N4LCarhtC
81130 Avenuo 50
' � PQprl�s Insuran00 C4moanY
24108
wsuRER stele Cam . Ins Fund
India CA $2201
Wsuarta t Paul Travelers
COVERAGES
WslgaR rr .
IS+OIRAAWaFTK4e0vEo wrAfOOOuele64CGMCELUDOEt—?"gIXPiRAign
First PaGitica D@1retOprACnc Corp. DATE
*�u
or�MEK=aeWWRGRmeRpr VORTOW 300 Cyst State Street NAn � �p eAvi.wsartEN
George Wilks «on,a �O TMc aoe7slnn.�c1irn N4p To . artSa
FAavRe TO DOaNALL Redlanov,CA 82373 1A003e rlo oaueA TM ORLIAogR7OFANYAvvUFMTHC'IRWtEA.a'6^4c"aan
ESEUTA%Vaa.
P.03/03
r ACORD ZE i2001f1jt;)1 a:1 ��"�'°�"' '�• 14G.� 4..S.u6r
I�77s11AM1n106 IIINAR OACORDCORaoaAtlpNts88
LICENSE 406MO3
** TOTAL PAGE.03 **
i
04/18/2005 15:34
• 1' t' 1
Task
Demo Unlimited
Quantity
Unit
Each
Total
Notes
Mobilization
�
Lump
Sum
�aoaoQ
S;oaavo
Clear & Grub
Lump
Sum
34e•Oc
Remove Concrete Pad
1
Lump
Sum
#
�� S�e.00
�� f �►�[�f
Remove existing curb &
uttIe
Lineal
Feet
I i
It
1
RC-ITIOVe existing A/C $
base
Remove existing
barricade
3�
'
F_�}-
Lump
Sum
ii,so�+lo,00
S.macc
s'so,ao
Prewate
�
Lump Sum
I,. Soa'oa
!, lrov w
.
Cut & Fill
Cubic
Yards
lllaso_oe
Grade Street, curb &
gutter
2a,adl)
.17 Roo
square
Feet
Over Excavation
Q
Cubic Yar
ds
O
0 .
Finish Pads
114,6c D
Square
Feet,
!�
{ a, 42P.00
Impo
v1do
abds
Aho
►�o,�'o�.
Total'$�s',�°
City of La Quinta
AN -
The following General and Special Provisions are attached to and made a part of 9'e
Permit Number 4382pie
The following.shaH always apply,
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work,to be accomplished within the City of La Quinta's right of way
ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission
from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved
surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving
during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or
cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains
shall be kept free of debris at all times for proper drainage.
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All
paved surfaces shall'be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line
and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker
shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill.
DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the
responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for
the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time,
permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated.
® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the" City of La Quinta right-of-way authorized
by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
permittee.
® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an
"R" value of not less than ( ** N/A **) and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch ('/4') 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 %") of A.C. paving on (** N/A **) of class (** N/A `* )
aggregate base.
® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
City of La Quinta
® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the 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 (T) 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 (7) of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the placement of the temporary pavement exceed a five (5) day limit.
❑ R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( ** N/A ** ) inches of A.0 surfacing placed on
a (** N/A **) inch (** N/A ** ) aggregate base shall be placed no later than (** N/A **) 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.
Pike cP
PERMIT NO.4382 '
The Laurels / Rough Grade PM10 & SWPPP / Tract. No. 33015
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. Demo Unlimited and/or First Pacifica Development, hereinafter referred to as "Permittee", shall be
responsible for providing continuous dust and erosion control.
3. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
4. 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 Assistant Engineer I 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.
5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
6. 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 maybe "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.
7. 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.
8. 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.
Special Conditions I Page 1 of 5
„ PERMIT -NO. 4382.
The Laurels / Rough Grade PM10 &. SWPPP / Tract No. 33015
9. 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 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
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.
10. 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 (909) 275-6894 if signal operation at
the intersection is'to be altered in any way.
11. 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.
12. 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.
13. 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.
14. 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.
Special Conditions Page 2 of 5
PERMIT NO.4382
The Laurels / Rough Grade PM10 & SWPPP /. Tract No. 33015
15. Pursuant to Section 14.116.370 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 backfillmaterial provided that minimum compaction, achieved in the
manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water
densified compaction via j etting or flooding or other means shall be allowed. It shall be the Permittee's
responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsit6, at all
times during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such
material shall be removed to the limits directed by the Geotechnical Inspector and/or the City
Inspector and the resulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to or maintained at appropriate moisture content for
compaction. The appropriate moisture content range shall be established at the onset of the
project and ensured prior to use of the materials through progress testing on the stockpiles.
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 sliall'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, atrandomly 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. "
101
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.
ditions
Page 3 of 5
PERMIT NO.4382
The Laurels /Rough Grade PM10 & SWPPP / Tract No. 33015
H. All costs in due to the conditions above shall be borne by the Permittee. Copies of all test
results shall be fumished.to the City Inspector.
16. 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 cannot 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.
17. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
18. Access and egress to all .local properties shall be maintained at all times.
19. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement "replacement shall be'completed no later than seven (7) days after the completion
of the work: Permanent pavement replacement shall conform to the following conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
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 3/4" max medium
asphalt concrete as the base course lift and a City approved'I/2" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
Special Conditions
Page 4 of 5
PERMIT NO.4382
The Laurels / Rough Grade PM10 & SWPPP / Tract No. 33015
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 urlmilled 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 3/4" 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.
20. 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.
21. 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 it 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.
22. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
23. 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.
Special Conditions Page 5 of 5
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