3251NOTE:
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit — Class III
DATE: 7/20/00 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Dune Palms Rd. — Adams St. — Corporate Centre Dr. — Commerce Ct.
PM 29351
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Construction of ' Sketch (attach construction plans if appropriate)
street imnrovem.ents
DESCRIPTION OF CONSTRUCTION
See Attached Conditions
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 7/24/00
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $
(Including removal of*all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend• and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work. f
r�
Signature of Applicant or Agent
_ 111 Venture. LLC 74-333 Hwy 111, Ste 208. Palm Desert, CA 674-9001
Name of Applicant (please print) I Business Address Telephone No.
Matich Corporation 1371 s. La Cadena Dr.,, Colton, CA 1909)825-9100
Name of Contractor and Job Foreman Business Address Telephone No.
149783 0595
Contractor's License No. City Business License No.
A.O.N. Risk Service T6-37675133
Applicant's Insurance Company _ Policy Number
FEES: Subdivision Improvement Permit — Class 111
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor_ Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 9,;705
Permit Fee 100
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No
plancheck (11.250) credit
$ (1.445) credit
Received by Date
251
PERMIT VALIDATION
PERMIT NO.
3251
DATE APPROVED
7/20/00
EXPIRATION DATE
7/20/01
DATE I-,SUE.D -
7,41/00
- By
K-! r
Administrative Authority
Recorded by
Telephone: (760) 777-7075
-PROJECTIDIN NO.
Permit No. , 22l
Plan Set No.
INSPECTOR: f7d ") g.Y, 7A' l077
...DATE
DESCRIPTION -OF ITEMS INSPECTED
e /
/� a s f /I/�f . /-/. wa
DEFICIENCY NOTICE ISSUED: DATE:
REASON:
YES: NO:
STOP WORK NOTICE ISSUED: DATE:
REASON:
YES: NO:
T:VPWDeptV3cm%Fomms1F111.bs
v
INSPECTION CHECK LIST
GRADING:
ROUGH
GRADE []FINISH GRADE []PAD CERTIFICATIONS,
STREET IMP.:
DC & G ...
[]SUB-GRADE.DBASE []A/C. PAVING []STRIPING []TRAFFIC SIGNAL
WATER IMP.:
DMAINS
SERVICES COMPACTION
SEWER IMP.:
DMAINS
[]LATERALS []STRUCTURES []COMPACTION
STORM DRAIN:
[]MAINS
[]STRUCTURES []COMPACTION
..DRY UTILITIES:
[]CONDUITS . []STRUCTURES
LANDSCAPE:
[]MEDIANS []PERIMETER
NPDES:
BMPs .
7
ARE THE FOLLOWING BMPs IN PLACE?
N/R
TEMPORARY SOIL STABILIZATION
N/R
TEMPORARY SEDIMENT CONTROL
N/R
WIND EROSION CONTROL
N/R
TRACKING CONTROL
N/R
NON -STORM WATER MANAGEMENT
N/R UWASTE MANAGEMENT & MATERIALS POLLUTION CONTROL
J
19
F111 ads
PROJECTMIN NO. 004nGra�r C.eilf?'G
Permit No. 32,51 Plan Set No.
INSPECTOR:
DATE
DESCRIPTION OF ITEMS INSPECTED
-03-02 5 71d alas ; Ad ? St, 141, LJ
/Yo r a y
DEFICIENCY NOTICE ISSUED: DATE: YES: NO:
REASON:
STOP WORK NOTICE ISSUED: DATE: YES: NO:
REASON:
TVJr ..epflDoc'Forms%F111.1ds
�•a
INSPECTION CHECK LIST
3RADING:
ROUGH GRADE r FINISH GRADE []PAD CERTIFICATIONS
STREET IMP.:
[JC & G
SUB -GRADE BASE . []A/C. PAVING []STRIPING []TRAFFIC SIGNAL
NATER IMP.:
MAINS .
[]SERVICES []COMPACTION
SEWER IMP.:
MAINS
LATERALS STRUCTURES COMPACTION
37ORM DRAIN:
MAINS
[]STRUCTURES []COMPACTION
DRY UTILITIES:CONDUITS
STRUCTURES
ANDSCAPE:MEDIANS
PERIMETER
�PDES:
BMPs
ARE THE FOLLOWING BMPs IN PLACE?
N/R
TEMPORARY SOIL STABILIZATION
N/R
TEMPORARY SEDIMENT CONTROL
N/R
WIND EROSION CONTROL
N/R
TRACKING CONTROL
N/R
UWASTE
NON -STORM WATER MANAGEMENT
N/R
MANAGEMENT & MATERIALS POLLUTION CONTROL
F111.As
_t.
I
NOTE:
With proper validation[
this form constitutes an CITY OF LA GUINTA
encroachment permit
APPLICATION FOR, PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
C`t OF
For
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: 07
t-Z-7
Subdivision Improvement Permit — Class II I
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION LA"s-'- t 4- `r'— -v' '— " 1
Cri�i'Q� 'DR — CoM M� QcE c-T• �� Z�► �� I
(Street address or Description of Location)
PURPOSE OF CONSTRUCTI.DN Cofj 5c—rt ct Sketch (attach construction plans if appropriate)
ST��'T 1M�VEM�nI•iwS
DESCRIPTION OF CONSTRUCTION
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN Z4 00
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ 7222500
(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:
Indemnity, -defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or Ions 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 sorted.
Comply with all applicable Clty Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of•O
La Quints and to pay for any additional replacement necessary as the result of this work.
\t
Signature of Applicant or Agent
/11 I%NTU 25,LaC 74--3 �w-y�(it-21E24 -PALM bESF2T (76o)(o74.71-0
Name of Applicant (please print) I Business Address Telephone No.
M4mc. + Coil,0-Daxr, - 13711 S. LA C PIR-4 ( W.- CoLTcf.1, CA �9oRi 82�'- 9/00
Name of Contractor and Job Foreman Business Address Telephone No.
149 78 `5 o S9s
Contractor's License No. City Business License•No.
O n/ /SK sE,2di� -Tlo - 37(o7_57
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 $ `', D5
Permit Fee 100
Penalty
Cash Deposit -Surety Bondi
if required
TOT AL: $ I�
Receipt No.
Received by Date
Recorded by
2774
PERMIT VALIDATION .
PERMIT NO.
DATE APPRO
EXPIRATION
DATE ISSUE[
By
Telephone: (619) 777-7075
Administrative Authority
STANDARD FORM OF AGREEMENT AND
GENERAL CONDITIONS BETWEEN OWNER AND CONTRACTOR
(Where the Contract Price is a Lump Sum)
This Agreement is made this. day of
in the year 2000 by and between the
OWNER
(Name and Address)
and the
CONTRACTOR
(Name and Address)
ARTICLE 1
AGREEMENT
MA.Y
\,—" (F
Raymond T. Troll Trust
111 Venture,LLC
2323 N. Tustin Ave. Ste. F.
Santa Ana,.CA 92324
Matich Corporation
1371 S. LA Cadena Dr.
Colton, CA.92324
P.O.Box 50-000
San Bernadino, CA 92412
I for services in connection with the following
PROJECT
LA Quinta Corporate Center
Street Improvement for Adams St.,Dune Palms'Rd..,
Corporate Center Dr. and Commerce Ct.
Notice to the parties shall be given at the above addresses.
2
AGC DOCUMENT NO.200 • STANDARD FORM OF AGREEMENT AND GENERAL CONDITIONS BETWEEN OWNER AND CONTRACTOR
llAlhoro Iho Prir•a is a I mmn Cnml
6.2.2 The Owner may determine the sequence in which the
Work is Performed, provided it does not unreasonably interfere
with the approved project schedule. The Owner may require
the Contractor to make reasonable changes in the sequence
at any time during the performance of the Work in order to
facililale the performance of work by the Owner or Others. To
the extent such changes increase Contractor's time and costs
the Contract Price and Contract Time shall be equitably
adjusted including a reasonable overhead and profit resulting
from the change in sequence.
6.2.3 The Owner, for any reason, may require the Contractor
at any time to perform any portion of the Work on an overtime
basis or may require the Contractor not to perform any portion
of the Work on an overtime basis. If the Owner requires
overtime Work, the overtime portion will be considered Extra
Work, provided [lie Owner exercised its right to accelerate the
scheduled completion date or to promote the Owner's
interests. Overtime Work required to enable the Contractor to
meet a scheduled completion date or to correct Defective
Work is not Extra Work. The Contract Price, the Contract Time
or both will be increased or changed under Article 8 for all
overtime Work constituting Extra Work. In no event will an
increase in the Contract Price be greater than. an amount
equal to the additional costs incurred by the Contractor as a
result of the overtime Work (i.e., the overtime premium portion
of the applicable wage rates plus the payroll taxes, insurance,
and overhead and profit applicable to the overtime premium
portion of the applicable wage rates).
6.3 DELAYS AND EXTENSIONS OF TIME
6.3.1 The Contract Time shall be equitably extended by
Change Document if the Contractor is delayed at any time in
the commencement or the progress of the Work by any
justifiable cause beyond the Contractor's control including but
not limited to any of the following: an act or omission of the
Owner or Others; changes ordered in the Work, including
multiple changes issued in a short period of time whose
cumulative impact may cause delay; labor disputes; fire;
hazardous materials; adverse weather conditions not
reasonably anticipated; concealed or unknown conditions; or
delay authorized by the Owner pending dispute resolution.
6.3.2 In, the event delays to the Work are encountered for any
reason, the Owner and Contractor .agree to undertake
reasonable steps to mitigate the effect of such delays. Subject
to the provisions of Article 12, if either party is entitled to
additional costs as a result of such mitigation, they shall be
recoverable.
6.4 DELAY CLAIMS Subject to the provisions of Articles 8
and 12, if the Contractor is entitled to recover additional costs
incurred and/or to have an adjustment in the Contract Time as
a result of events set forth in Subparagraph 6.3.1, those costs
shall be recoverable and an equitable time extension granted.
Subject to Paragraph 10.2, to the extent the Contractor causes
delay in the completion of the Work, the Owner shall be
entitled to recover its additional costs following the procedures
established in Article 12.
ARTICLE 7
CONTRACT PRICE
7.1 LUMP SUM As full compensation for performance by the
Contractor of this Agreement, the Owner agrees to pay the
Contractor the lump sum price of Three Hundred O
Twenty Three Thousand Four
Hundred Ninety Nine and 85/100
Dollars ($ 3 2 3 , 4 g,9 8�5 )
subject to additions and deductions as provided for in this
Agreement. The lump sum price is hereinafter referred to as
the Contract Price.
7.2 ADJUSTMENTS The Contract Price is subject to
increase or decrease solely as provided in Article 8. The
Contract Price, including authorized adjustments, is the total
amount payable by the Owner to the Contractor for
performance of the Work under the Contract Documents.
7.3 ALLOWANCES
7.3.1 All allowances stated in the Contract Documents shall be
included in the Contract Price. While the Owner may direct the
amounts of and particular suppliers for specific allowance
items, if the Contractor reasonably objects to a supplier, it
cannot be required to contract with them. The Owncr shall
select allowance items in a timely manner so as not to delay
the Work.
7.3.2 Allowances shall include the costs of materials and
equipment delivered to the site less applicable trade discounts
and including requisite taxes, unloading and handling at the.
Project site, and labor and installation. The Contractor's
overhead and profit for the allowances shall be included in the
Contract Price, but not in the allowances. The Contract Price
shall be adjusted by Change Document to reflect the actual
costs when they are greater than or less than the allowances.
ARTICLE 8
CHANGES
8.1 CHANGE DOCUMENTS
8.1.1 The Owner, without invalidating the Contract, may order
changes in the Work within the general scope of the Contract
consisting of additions, deletions or other revisions, the
Contract Price and the Contract Time being adjusted
accordingly. All such changes in the Work shall be authorized
by applicable Change Document, and shall be performed
under the applicable conditions of the Contract Documents.
The Owner and Contractor shall negotiate in good faith an
appropriate adjustment to the Contract Price and Contract
Time and shall conclude these negotiations as expeditiously
as possible. Acceptance of the Change Document and any
adjustment in the Contract Price or the Contract Time shall not
be unreasonably withheld.
11
AGC DOCUMENT NO.200 • STANDARD FORM OF AGREEMENT AND GENERAL CONDITIONS BETWEEN OWNER AND CONTRACTOR
(Where the Contract Price is a Lump Sum)
0 1997, The Associated General Contractors of America!
14.2 INTERPRETATION OF CONTRACI',_JCUMENTS
14.2.3 Where figures -..%memoranda are given, they will be
preferred to scale dimensions.
14•.2.1 The Owner's drawings and specifications are
complementary. If Work is shown only on one but not on the
other, the Contractor shall perform the Work as though fully
described on both consistent with the Contract Documents
and reasonably inferable from them as being necessary to
produce the indicated results.
14.2.2 In case of conflicts between the Owner's drawings and
specifications, the specifications ,govern. In any case of
omissions or errors in figures, drawings or specifications, the
Contractor shall immediately submit the matter to the Owner
for clarification. The Owner's clarifications are final and
binding on all parties subject to an equitable adjustment in
Contract Time or Price pursuant to Article S.
14.2.4 Any terms which have well-known technical or trade
meanings, unless otherwise specifically defined in the
Contract Documents, will be interpreted in accordance with
their well-known meanings.
This Agreement is entered into as of the date entered in Article 1
Raymond T. Troll Trust
PRINT NAME: Garrett Scott Gayner +
PRINT -TITLE:
Managing Partner
CONTRACTOR: Matich, Corporation
ATTEST: � �Q.� ♦ BY: v 'l
PRINT NAME: Roy.. Bartlett
PRINT TITLE: Senior Estimator
20
AGC DOCUMENT NO.200 - STANDARD FORM OF AGREEMENT AND GENERAL CONDITIONS BETWEEN OWNER AND CONTRACTOR
(Where the Contract Price is a Lump Sum)
U 1997, The Associated General Contractors of America
ilk
C7 c
r, p n �.
w
N
J�
-�,v> -4fv7V l
The following General and Special Provisions are attached to and made a part of Permit No. 6
GENERAL PROVISIONS
The following shall always apply:
ENROACE(MIM ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quints. right of
way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to
secure permission fiom abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACKLAYING CONSTRUCTION EQUIPME D Cleated tracklaying construction equipment shall not be permitted to operate on
any paved surface unless fitted with smooth -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 operations in paved areas. U the existing
pavement is scarred, spelled, or broken during the term of this contract, or if the pavement is marred, City.of La Quints, shall request
that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (27 of A.C.
surfacing plus appropriate seal cost 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 La Quinta City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the
duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations.
CARE OF DRAINAGE STRUCTURES: Any drainage structure including 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 shallbe 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 then original standard or better. Al 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 OPERATIONS: If de watering operations are required and pumps are forcing water on City of La Quints roads, it shall
be the responsibility of, the permittee (contractor) to control this water and to provide off-street barricades when necessary..
CLOSING SIREN'S: 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:.
CfAT. NOTMCATION: Permittes shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction.
ZTIUMrY CLEARANCE: (Substructures) Prior to making any excavation within the City of La 6Anta 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.
ZTIELM CLEARANCE- (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shell 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 inches of A.C. paving placed on inches of class aggregate subbase course having an 'R'
value of not less than and, in conformance with City of La Quinta Road Improvement Standards and
Specifications, Ordinance 0461.
PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a elope of
1/4 inch to one foot (1).
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 Meet) 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 constroctad in conformance with City of La Quinta Standard 8207.
R8 DRIVEWAYS: A.C. driveways shell be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be 2 1/2 inches of A.C. paving placed on (_) of class aggregate base.
Driveway construction shall conform to attached drawing.
R9 SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times,
RIO SOIL STERILIZEW The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with.the
manufacturer's specifications.
CR1 COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of
La Quints may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinia forces to preclude delay or interference with State of City of la Quinta projects.
I Z SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when involved shall be completely tied out so they may readily and correctly be
replaced by a licensed civil engineer or surveyor at the expense of the parmittee. 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 project clearance.
R1 PAVFFvlENT CUTTING: Pavement will be mechanically saw cut to a straight 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 of 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 1000 linear feet 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.
R1 BACKFILL MATERL41- Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing an adequately consolidated backfill. Any 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 and or gravel.
R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be'pkeed in lifts of not greater than
three feet (F) and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case,
a relative compaction of 95 percent shall be attained with the structural section of the roadway..
R17 BACKFII.L PLACEMENT- Backfill shall be applied. in layers of not more than 50 percent of the total depth of the trench
before flooding or a maximum of five-foot (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 be not less than 90 percent 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 continuous.
RIB COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000
feet and a minimum of one (1) test on each road: One (ly 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 Section 6.3.01 of the
Standard Specifications, Division of Ighways, State of Califomia, dated January 1973.
R1.9 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 Section 6.3.01• of the Standard Specifications, Division of Highways, State of
California, dated January 1973.
12.0 TEldPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch
consisting of 2 inches of SC400 shall be placed on a prepared subgrade. The SC4W temporary paying shall be placed after a
maximum of 3000 linear feet of 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.PAVEmENI' 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 inches A.C. surfacing placed on a
inch class base shall be placed no later than . 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.
3 STREET RE.STRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon
completion of permanent repairs.
R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of IA 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 sball be the responsibility of the permittee 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 is becomes necessary to
restrict traffic, the work shall be restricted to a maximum of 500 feet 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 backfiUed and compacted to not lass than 90 percent or equivalent to 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 Ighways, State of California, dated January 1973.
SPECIAL CONDITIONS --PERMIT NO.3251
--- 111 VENTURE, LLC ---
In addition to the standard permit conditions, the following shall. apply:
1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance.10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For
Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. 111 Venture LLC, hereinafter referred to as "Permittee", shall be responsible for providing
continuous dust and erosion control. All areas shall be kept watered down daily including weekends.
3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and
more frequently if required.
4. 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. I st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1 st to September 30: Monday -Friday 6:00 a.m to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
5. Work performed within 500 feet of a signalized intersection is restricted 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.
6. 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.
7. 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; if required, 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.
Special Conditions - Permit No. 3251 Pagel of 4
SPECIAL CONDITIONS --PERMIT NO. 3251
--- 111 VENTURE, LLC ---
8. 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 one travel lane of paved surface shall be
maintained with flagmen at all times.
9. 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.
10. 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.
11. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within street rights -of -way shall conform with Section 306-1:3 of the latest
edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise
specified herein.
Native material may be used as backfill material provided that minimum compaction, achieved in
the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no
water densified compaction via jetting or flooding or other means shall be allowed. It shall be the
Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection,
onsite, at all times during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material,
such material shall be removed to the limits directed by the Geotechnical Inspector and/or the
City Inspector and the resulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to or maintained at an 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.
Special Conditions - Permit No. 3251 Page 2 of 4
SPECIAL CONDITIONS --PERMIT NO. 3251
--- 111 VENTURE, LLC ---
F. 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.
G. 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.
H. 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.
I. 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. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to
its original condition.
14. Access and egress to all local properties shall be maintained at all times.
15. 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.
Special Conditions - Permit No. 3251
Page 3 of 4
SPECIAL CONDITIONS --PERMIT NO. 3251
--- 111 VENTURE, LLC ---
C. Permanent pavement replacement shall be installed using a City approved %" max medium
asphalt concrete as the base course lift and a City approved'/2" max medium finish course lift
for capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during
the trenching operation located adjacent to the trench sawcut shall be cold -milled to a depth
of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -
milled area and base asphalt concrete in the trench area shall be overlaid with a City approved
C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows:
• For longitudinal trenches located in a parking lane: two (2) feet outside the sawcut
removal lines.
• For longitudinal trenches located in a traffic lane: two (2) 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 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.
16. 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.
17. 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.
18. This permit allows for the construction of the street improvements (on -site and off -site) at the La
Quinta Corporate Centre per the approved plans for PM 29351.
19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
Special Conditions - Permit No. 3251
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