5136Finance Revenue Code E-1
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ENCROACHMENT PERMIT 777- 7097.
PUBLIC WORKS CONSTRUCTION .
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public
works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS.
Subdivision Improvement Permit - Class III
Minor Improvement Permit Class IV
DATE:July 24, 2006
LOCATION OF CONSTRUCTION (Street address or Description): The Madis Club TM 33076-1; Madison ven 52
PURPOSE OF CONSTRUCTION: On -site vehicular bridge v v
DESCRIPTION OF CONSTRUCTION: See PSN
DIMENSION OFINSTALLATION OR REMOVAL: Per approved plan Jul '9 f
? p6
APPROXIMATE TIME WHEN WORK WILL BEGIN:Will Call TIME OF COMPLETION:11 mo s C/ 0
Q
ESTIMATED CONSTRUCTION COST: $2,708,233.00 (Including removal of all obstruction, materials,,
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 applicable rules and regulations of the City
of La Quinta and to pay for any additional replacement necessary as the result of this work:
of
East of Madison, LLC - Kim Fincher 80955 Ave 52 La Quinta, CA 92253 (760) 391-5072 (760) 535Ki
-
Name of Applicant (please print) Business. Address Telephone No.
Granite Construction - Mike Wills 3800 Monroe Street. Indio, CA 92203 (760) 775-7500 .
Name of Contractor and Job Foreman Business Address Telephone No.
Contractor's License No.
2501
City Business License No.
Valley Forge Insurance Company GL 2 4921 89 16
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit Class III C.Y'"� Public improvements: 3% of estimated construction costs
J
\off v,b� .O� Private improvements: 3% of estimated construction costs
.Minor Improvement Permit : Class IV / Wjr" 1, See attached schedule
Inspection Fee
Permit Fee
As -Built Deposit
Cash Deposit -Surety Bond,
if required
TOTAL
$ 57,080.00
$1.00.00
$0 ,000.00)
S
$ 58,180.00
PERMIT NO.5136
DATE APPROVED:
EXP ATI N DAT — L
BY:
Administrative - uthority
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Date: July 21, 2006
Tract No: 33076-1
Vicinity:_
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PUBLIC. WORKS DEPARTMENT
APPLICATION FOR PERMIT
ect Name: The Madison Club Vehi
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Purpose of Construction (Ex: Rough Grading, Mite Street etc.)
on -Site Vehicular Bridge
' l Description of Construction (Ex: See Plan Set No. 01234)
See Plan Set Number
Dimension of Installation or Removal: Per Approved Plan
Approximate Construction Start Date: Monday, July 24, 2006
Approximate Construction Completion Date: Friday, June 1, 2007 xio 2
Estimated Construction Cost: $ 2,708,233.00 ZZ 3�
Estimated Consto tion Cast shall include the removal of all obstructions, mat
PUC4 Pam. vmrfac' and or lac' back filling, compaction atd
mg rep ingimprovements
Contact Name:.Kim (Madison club) Phone Number: 760 775=7500
Name of Applicant/owner: Eas.t of Madison, LLC
Applicant Address: 80955 Avenue 52., La Quinta', 'CA 92253 '
Applicant Telephone Number: (7 6 0) 3 91= 5 0 7 2
NameofContractor: Granite Cons-truction Company
Contractor Address: 3800. Monroe Street, Indio, CA 92203
ContractorTelephone Number: .(760) 775-7500
Contractor State License Number: 89 (expires 05/31/2007)
Contractor City Business License Number.--,'�" "' S�
10- A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED A.,
Applicant or Contractor General Liability Insurance Company-.
On f i le I Xa It�
Applicant or Contractor neral Li ility Insurance Policy Number:
On file 9i
Uzi g9 !�„
Office Use Only: Office Use Only:
Inspection Fee: Assigned Permit S? Number:�0. Jv J l
Permit Fee:. Approval Date:
As -Built Expiration
Deposit:- I D 0 Date:
Dust Control Issue
Deposit Date:
Credit
=-Amount- . --- _ —Administtative-Authority.—.
TOTAL FEE DUE: S O [ g O. oo
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2,00
2001 CALIFORNIA BUILDING CODE ws EXCERPTS FROM CHAPTER 17
Chapter 17 is printed in its entirety in Volume 2 of the Uniform Building Code.
Excerpts from Chapter 17 are reprinted herein.
NOTE: For requirements of applications subject to the approval of DSA/SS and OSHPD, see Volute 2.
Excerpts from Chapter 17
STRUCTURAL TESTS AND INSPECTIONS
SECTION 1701 - SPECIAL INSPECTIONS
1701.1 General. In addition to the inspections required by Sec-
tion 108, the owner or the engineer or architect of record acting as
the owner's agent shall employ one or more special inspectors
who shall provide inspections during construction on the types of
work listed under Section 1701.5.
EXCEPTION: The building official may waive the requirement
for the employment of a special inspector if the construction is of a
minor nature.
1701.2 Special Inspector.The special inspector shall beaquali-
fted person_who_shall,demtinstrate competence, to the satisfaction
of the building official, for inspection of the particulartype of con-
str uction or operation requiring special inspection.-- - -
1701.3 Duties and Responsibilities of' the Special Inspec-
tor. The special inspector shall observe the work assigned for
conformance to the approved design drawings and specifications.
J The special inspector shall furnish inspection reports to the
buildingofficial,theengineerorarchitectofiecord,andotherdes-
rgnated persons. All discrepancies shall be brought to the immedi-
ate attention of the contractor for correction, then, if uncorrected,
to the proper design authority and to the building official.
The special inspector shall submit a final signed report stating
whether the work requiring special inspection was, to the best of
the inspector's knowledge, in conformance to the approved plans
and specifications and the applicable workmanship provisions of
this code.
1701.4 Standards of Quality. The standards listed below la-
beled a "UBC Standard" are also listed in Chapter 35, Part It, and
are part of this code. The other standards listed below are recog-
nized standards: (See Sections 3503 and 3504.)
1. Concrete.
ASTM C 94, Ready -mixed Concrete
2. Connections.
Specification for Structural Joints Using ASTM A 325 or.A 490
Bolts -Load and Resistance Factor Design, Research Council of
Structural Connections, Section 1701.5, Item 6.
Specification for Structural Joints Using ASTM A 325 or A 490
Bolts -Allowable Stress Design, Research Council of Structural
Connections, Section 1701.5, Item 6.
3. Spray -applied Fire -resistive Materials.
.UBC Standard 7-6; Thickness and Density Determination for
e Spray -applied Fire -resistive Materials
1701,5 Types of Work. Except as provided in Section 1761.1,
the types of work listed below shall be inspected by a special in- .
spector.
1. Concrete. During the taking of test specimens and placing of
reinforced concrete. See Item 12 for shotcrete.
EXCEPTIONS: 1. Concrete for foundations conforming to mini-
mum requirements ofTable 18-t-Cor for Croup R, Division 3 orGroup
U, Division 1 Occupancies, provided the building official finds that a
special hazard does not exist.
2. For foundation concrete, otherthan cast -in -place drilled piles or
caissons, where the structural design is based on an f c no greater than
2,500 pounds per square inch (psi) (17.2 MPa).
3. Nonstructural slabs on grade, including prestressed slabs on
grade when effective prestress in concrete is less than 150 psi (1.03
MPa).
4. Site work concrete fully supported on earth and concrete where
no special hazard exists:
1.1 [For OSHPD 21 Placing Record. A record shall be c
kept on the site of the time and dale of placing the con- �
crete in each portion of the structure. Such record shall C
be kept until die completion of the structure and shall be C
open to the inspection of the enforcement agency. C
2. Bolts installed in concrete. Prior to and during the place-
ment of concrete around bolts when stress increases permitted by
Footnote 5 of Table 19-D or Section 1923 are utilized.
3. Special moment -resisting concrete frame. For,moment
frames resisting design seismic load in structures within Seismic
Zones 3 and 4, the special inspector shalt provide reports to the
person responsible for thestructaral design and shall provide con-
tinuous inspection of the placement of the reinforcement and con-
crete.
4. Reinforcing steel and prestressing steel tendons.
4.1 During all stressing and grouting of tendons in pre-
stressed concrete.
4.2 During placing of reinforcing steel and prestressing ten-
dons for all concrete required to have special inspection
by Item, 1.
EXCEPTION: The special inspector need not be present continu-
ously during placing of reinforcing steel and prestressing tendons, pro-
vided the. special inspector has inspected for conformance to the
approved plans priorto the closing of Corms or thedclivery ofconcrete
to the jobsite.
5. Structural welding.
5.1 General. During the welding of any member or connec-
tion that is designed to resist loads and forces required
by this code.
EXCEPTIONS: 1. Welding done in an approved fabricator's shop `
in accordance with Section 1701.7.
2. The special inspector need not be continuously present during
welding of the following items, provided the materials, qualifications
of welding procedures and welders are verified prior to the start of
work; periodic inspections are made of work in progress; and a visual
inspection of all welds is made prior to completion orprior toshipment
of shop welding:
2.1 Single-passfillelwelds not exceeding 5/16 inch (7.9 mm) in
size.
2.2 Floor and roof deck welding.
2.3 Welded studs when used for structural diaphragm or com-
posite systems.
2.4 Welded sheet steel for cold -formed steel framing members
such as studs and joists.
2.5 Welding of stairs and railing systems.
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EXCERPTS FROM CHAPTER 17
5.2 Special moment -resisting steel frames. During the
welding of special moment -resisting steel frames. In
addition to Item 5.1 requirements, nondestructive test-
ing as required by Section 1703.of this code.
5.3 Welding of reinforcing steel. During the welding of
reinforcing steel.
EXCEPTION: The special inspector need not be continuously
present during the welding of ASTM A 706 reinforcing steel not larger
than No. 5 bars used forembedments, provided the materials, qualifi-
cations of welding procedures and welders are verified priorto the start
of work; periodic inspections are made of work in progress; and a
visual inspection of all welds is made prior to completion or prior to
shipment of shop welding.
6. High -strength bolting. The inspection of high -strength
A 325 and A 490 bolts shall be in accordance with approved
nationally recognized standards and the requirements of this sec-
tion.
While the work is in progress, the special inspector shall deter-
mine that the requirements for.bolts, nuts, washers and paint;
bolted parts; and installation and tightening in such standards are
met. Such inspections may be performed on a periodic basis in
accordance with the requirements of Section 1701.6. The special
inspector shall observe the calibration procedures when such pro-
cedures are required by the plans or specifications and shall moni-
tor the installation of bolts to determine that all plies of connected
materials have been drawn together and that the selected proce-
dure is properly used to tighten all bolts.
7. Structural masonry.
7.1 Formasonry, otherthan fully grouted open-end hollow -
unit masonry, during preparation and taking of any
required prisms or test specimens, placing of all
masonry units, placement of reinforcement, inspection
of grout space, immediately prior to closing of clean -
outs, and during all grouting operations.
EXCEPTION: For hollow -unit masonry where the j m is no more
than 1,500psi (10.34 MPa)forconcrete units or2,600 psi (17.93 MPa)
forclay units,special inspection may beperformed asrequired forfully
grouted open-end hollow -unit masonry specified in Item 7.2.
7.2 For fully grouted open-end hollow -unit masonry during
preparation and taking of any required prisms or test
specimens, at the start of laying units, after the place-
ment of reinforcing steel, grout space prior to each
grouting operation, and during all grouting operations.
EXCEPTION: Special inspection as required in Items 7.1 and 7.2
need not be provided when design stresses havebeen adjusted asspeci-
fied in Chapter 21 to permit noncoatinuous inspection.
8. Reinforced gypsum concrete. When cast -in -place Class B
gypsum concrete is being mixed and placed.
9. Insulating concrete fill. During the application of insulating
concrete fill when used as part of a structural system.
EXCEPTION: The special inspections may be limited to an initial
inspection to check the deck surface and placement of reinforcing.The
special inspector shall supervise the preparation of compression test
specimens during this initial inspection.
10. Spray -applied fire -resistive materials. As required by
UBC Standard 7-6.
11. Piling, drilled piers and caissons. During driving and test-
ing of piles and construction of cast -in -place drilled piles or cais-
sons. See Items I and 4 for concrete and reinforcing steel
inspection.
12. Shoterete. During the taking of test specimens and placing
of all shotcrete and as required by Sections 1924.10 and 1924.11.
2001 CALIFORNIA BUILDING CODE
EXCEPTION: Shotcrete work fully supported on earth, minor re-
pairsand when, in the opinion ofthe building official, nospecial hazard
exists.
13. Special grading, excavation and filling. During
earth -work excavations, grading and filling operations inspection
to satisfy requirements of Chapter 18 and Appendix Chapter 33.
14. Smoke -control system.
14.1 During erection of ductwork and prior to conceal-
ment for the purposes of leakage testing and record-
ing of device location.
14.2 Prior to occupancy and after sufficient completion
for the purposes of pressure difference testing, flow
measurements, and detection and control verifica-
tion.
15. Special cases. Work that, in the opinion of the building offi-
cial, involves unusual hazards or conditions.
16. [For OSHPD 21 Manufactured trusses. The fabrication
of trusses and other assemblages constructed icing wood and
metal member., or using light metal plate connectors, shall be
continuously inspected by a qualified inspector approved by the
enforcement agency. The inspector shall fhirnish the anchitec4
structural engineer and the enforcement agency with a report that
the lumber species, grades and moisture content; type of glue,
temperature and gluing procedure, type of metal members and
metal plate connectors; and the workmanship conform en every
material respect with the drily approved plans and specifications.
Each inspected truss shall be stamped by the inspector widt an
identifying mark
1701.6 Continuous and Periodic Special Inspection.
1701.6.1 Continuous special inspection. Continuous special
inspection means that the special inspector is on the site at all
times observing the work requiring special inspection.
1701.6.2 Periodic special inspection. Some inspections maybe
made on a periodic basis and satisfy the requirements of continu-
ous inspection, provided this periodic scheduled inspection is per-
formed as outlined in the project plans and specifications and
approved by the building official.
1701.7 Approved Fabricators. Special inspections required by
this section and elsewhere in this code are not required where the
work is done on the premises of a fabricator registered and ap-
proved by the building official to perform such work without spe-
cial inspection. The certificate of registration shall be subject to
revocation by the building official if it is found that any work done
pursuant to the approval is in violation of this code. The approved
fabricator shall submit a certificate of compliance that the work
was performed in accordance with the approved plans and specifi-
cations to the building official and to the engineer or architect of
record. The approved fabricator's qualifications shall be contin-
gent on compliance with the following:
1. The fabricator has developed and submitted a detailed fabri-
cation procedural manual reflecting key quality control proce-
dures that" will provide a basis for inspection control of
workmanship and the fabricator plant.
2. Verification of the fabricator's quality control capabilities,
plant and personnel as outlined in the fabrication procedural man-
ual shall be by an approved inspection or quality control agency.
3. Periodic plant inspections shall be conducted by an ap-
proved inspection or quality control agency to monitor the effec-
tiveness of the quality control program.
4. It shall be the responsibility of the inspection or quality con-
trol agency to notify the approving authority in writing of any
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2001 CALIFORNIA BUILDING CODE
change to the procedural manual. Any fabricator approval may be
revoked for just cause. Reapproval of thefabricator shall be con-
tingent on compliance with quality control procedures during the
past year. .
SECTION 1702 — STRUCTURAL OBSERVATION
Structural observation shalt be provided in Seismic Zone 3 or 4
when one of the following conditions exists:
1. The structure is defined in Table 16-K as Occupancy Cate-
gory 1, 2 or 3,
2. The structure is required to comply with Section 403,
3. The structure is in Seismic Zone 4, Na as set forth in Table
16-S is greater than one, and a lateral design is required for the en-
tire structure,
EXCEPTION: One- and two-story Group R, Division 3 and
Group U Occupancies and one- and two-story Groups B, F, M and S
Occupancies.
4. When so designated by the architect or engineer of record, or
5: When such observation is specifically required by the build-
ing official.
The owner shall employ the engineer or architect responsible
for the structural design, or another engineer or architect desig-
nated by the engineer or architect responsible for the structural de-
sign, to perform structural observation as defined in Section 220.
Observed deficiencies shall be reported in writing to the owner's
representative, special inspector, contractor and the building offi-
cial. The structural observer shall submit to the building official a
written statement that the site visits have been made and identify-
ing any reported deficiencies that, to the best of the structural ob-
server's knowledge, have not been resolved.
SECTION 1703 — NONDESTRUCTIVE TESTING
In Seismic Zones 3 and 4, welded, fully restrained connections
between the primary members of ordinary moment frames and
special moment -resisting frames shall be tested by nondestructive
methods for compliance with approved standards and job specifi-
cations. This testing shall be a part of the special inspection re-
quirements of Section 1701.5. A program for this testing shall be
established by the person responsible for structural design and as
shown on plans and specifications.
As a minimum, this program shall include the following:
1. All complete penetration groove welds contained in joints
and splices shall be tested 100 percent either by ultrasonic testing
or by radiography.
EXCEPTIONS: 1. When approved, the nondestructive testing
rate for an individual welder or welding operator may be reduced to
25 percent, provided the reject rate is demonstrated to be 5 percent or
less of the welds tested for the welder or welding operator. A sampling
of at least 40completed welds fora jobshall be madeforsuch reduction
evaluation. Reject rate isdefined as the numberof welds containing re-
jectable defects divided by the number of welds completed. For
evaluating the reject rate of continuous welds over 3 feet (914 mm) in
length where the effective throat thickness is 1 inch (25 mm) or less,
each 12-inch increment (305 mm) or fraction thereof shall be consid-
ered as one weld.. For evaluating the reject rate on continuous welds
over 3 feet (914 mm) in length where the effective throat thickness is
greater than 1 inch (25 mm), each 6 inches (152 mm) of length orfrac-
tion thereof shall be considered one weld.
2. For complete penetration groove welds on materials less than
5/16 inch (7.9 mm) thick, nondestructive testing is not required; for this
welding, continuous inspection is required.
3. When approved by the building official and outlined in the proj-
ect plans and specifications, this nondestructive ultrasonic testing may
EXCERPTS FROM CHAPTER 17
be performed in the shop of an approved fabricator utilizing qualified
test techniques in the employment of the fabricator.
2. Partial penetration groove welds when used in column
splices shall be tested either by ultrasonic testing or radiography
when required by the plans and specifications. For partial penetra-
tion groove welds when used in column splices, with an effective
throat less than 3/4 inch (19.1 mm) thick, nondestructive testing•is
not required; for this welding, continuous special inspection is
required.
3. Base metal thicker than 11/2 inches (38 mm), when subjected
to through -thickness weld shrinkage strains, shall be ultrasoni-
cally inspected for discontinuities directly behind such welds after
joint completion.
Any material discontinuities shall be accepted or rejected on the
basis of the defect rating in accordance with the (larger reflector)
criteria of approved national standards.
SECTION 1704 — PREFABRICATED CONSTRUCTION
1704.1 General.
1704.1.1 Purpose. The purpose of this section is to regulate ma-
terials and establish methods of safe construction where any struc-
ture or portion. thereof is wholly or partially prefabricated.
1704.1.2 Scope. Unless otherwise specifically stated in this sec-
tion, all prefabricated construction and all materials used therein
shall conform to all the requirements of this code. (See Section
104.2.8.)
1704.1.2.1 [ForHCD IJFactory-built housing. The provisions
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of Health and Safety Code Division 13, Part 6 commencing with
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Section 19960 and the California Code of Regulations, Title 25,
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Division 1, Chapter3, commencing with Section 3000 shall apply
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to theconstruction and inspection ofFactory-builtHousing as de-
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fined in Health and Safety Code Section 19971.
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1704.13 Definitions.
PREFABRICATED ASSEMBLY is a structural unit, the inte-
gral parts of which have been built up or assembled prior to incor-
poration in the building.
1704.2 Tests of Materials. Every approval of a material not spe-
cifically mentioned in this code shall incorporate as a. proviso the
kind and number of tests to be made during prefabrication.
17043 Tests of Assemblies. The building -official may require
special tests to be made on assemblies to determine their durabil-
ity and weather resistance.
1704.4 Connections. See Section 1611.11.1 for design require-
ments of connections for prefabricated assemblies.
1704.5 Pipes and Conduits. See Section 1611.11.2 for design
requirements for removal of material for pipes, conduit and other
equipment.
1704.6 Certificate and Inspection.
1704.6.1 Materials. Materials and the assembly thereof shall. be
inspected to determine compliance with this code. Every material
shall be graded, marked or labeled where required elsewhere in
this code.
1704.6.2 Certificate. A certificate of approval shall be fur-
nished with every prefabricated assembly, except where the as-
sembly is readily accessible to inspection at the site. The
certificate of approval shall certify that the assembly in question
has been inspected and meets all the requirements of this code.
When mechanical equipment is installed so that it cannot be in-
spected at the site, the certificate of approval shall certify that such
equipment complies with the laws applying thereto.
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EXCERPTS FROM CHAPTER 17 2001 CALIFORNIA BUILDING CODE
'1704.6.3 .Certifying agency: To be acceptable under this.code,.
every certificate of approval shall be made by an approved agency.
1704.6.4 Field erection: Placement.of prefabricated assemblies
At, the building site shall be inspected, by.the building official to de-
termine compliance with this code.
1704.6.5: Coritinuous,inspeetion,,Ifcontinuous inspection isre-
quired'for certain materials where construction takes place on the
site, it shall also be requited where the same materials are used in
prefabiicated:construction.;
EXCEPTION:Continuousinspectionwiltnotberequiredduring.
prefabricatioinf the approved agency certifies to the construction and
furnishes evidence of compliance.
1-168
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City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 5136
The following shall always apply,
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way
ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission
from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved
surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving
during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contract or if the pavement is marred, City of La Quinta.shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it.becomes necessary to remove or
cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains
shall be kept free of debris at all times for proper drainage.
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All
paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line
and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker
shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill.
DE -WATER OPERTATIONS: If de-watedrig 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.
® IRS 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 Y2") 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.
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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 (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.
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PERMIT NO.5136
MADISON CLUB / ONSITE VEHICULAR BRIDGE / TRACT NO.33076- I
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. Granite Construction and/or East of Madison, LLC, hereinafter referred to as "Permittee shall be
responsible for providing continuous dust and erosion control.
4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
5. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the
work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of
equipment within one-half mile of human occupancy shall be performed only during the, following time
periods:
October .1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1 st to September 30: Monday -Friday 6:00 a.m'. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
Note: Construction work (including setting up traffic control.devices) is not permitted on any Arterial
street (ie any 4 lane street) before 8:00 a.m.
6. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. 3
p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact
the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at
the intersection is to be altered in any way.
7. The permittee shall provide special inspectors for the bridge construction and any shop fabrication. The
special inspections shall include but not be limited to Welding, Steel, Fire Proofing, Reinforced
Concrete, and Prestressed Concrete if applicable. Reports shall be submitted to the City of La Quinta
Public Works Divison at the discretion of the City Engineer. Coordinate with the inspection stadduring
the preconstruction meeting.
Special Conditions Page 1 of 6
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PERMIT NO. 5136
MADISON CLUB / ONSITE VEHICULAR BRIDGE / TRACT NO.33076-
8. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the
Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing
frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be
determined to be placed according to the city approved plans.
9. The permittee and/or contractor shall provide surveyor staking information adequate for the City
Inspector to determine horizontal and vertical locations relative to the approved city plans. The
minimum required wood lath type stakes shall be placed at all proposed building corners, and -they shall
state the horizontal location relative to building corner and the elevation of the top of hub next to the
lath.
10. 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.
11. Any land on which Williamson Act contracts apply shall remain undisturbed.
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.
15. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas
on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public Works
front counter phone at 777-7075 or the Associate Engineer at 777-7089 to determine the city inspector's
phone number.
If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on
the criteria set forth in the Project Soils Report, Public Works Greenbook, or Uniform Building Code, the
Special Conditions Page 2 of 6
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PERMIT NO. 5136
MADISON CLUB / ONSITE VEHICULAR BRIDGE/ TRACT NO.33076-
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.
16. 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.
17. 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
18. 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 land owner whom is being
encroached upon.
19. Prior to performing constructionwork 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.
20. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within street rights -of -way shall conform to Section 306-1.3 of the latest edition of
the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified
herein.
Native material may be used as backfill material provided that minimum compaction, achieved in the
manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; -no water
densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's
responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all
times during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such
material shall be removed to the limits directed by the Geotechnical Inspector and/or the City
Inspector and the resulting excavation backfilled with pipe bedding material.
Special Conditions Page 3 of 6
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PERMIT NO.5136
MADISON CLUB / ONSITE VEHICULAR BRIDGE / TRACT NO.33076-
B. Backfill materials shall be brought to or maintained at appropriate moisture content for
compaction. The appropriate moisture content -range shall be established at the onset of the
project and ensured prior- to use of the materials through progress testing on the stockpiles.
C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be tested at random depths at approximate three-foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth
of lift that can be compacted.
D. If lifts greater than one foot are attempted in this trial length of trench, compaction. tests shall be
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project.
E. . In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill, per 300 linear feet of open trench, at randomly selected locations within the open length
of 'trench.
F. The depth of the randomly selected compaction tests shall also be randomly selected except that
where multiple tests are required in a given length of trench, the tests shall be no closer than three
feet (vertically) from each other.
G. If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction. requirements.
H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test
results shall be furnished to the City Inspector.
21. All excavations. within City of La Quinta right-of-way shall be backfilled, and temporarily paved if
within the existing travel way, at the end of every workday as directed by and to the satisfaction of the
City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that
which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight;
however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length,
open overnight at a point where construction will begin the next day, provided that this length of trench
is completely covered by steel plating.
22. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
23. Access and egress to all local properties shall be maintained at all times.
Special Conditions Page 4 of 6
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PERMIT NO.5136
MADISON CLUB / ONSITE VEHICULAR BRIDGE / TRACT NO.33076-
24. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the completion
of the work. Permanent pavement replacement shall conform to the following conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than
existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed
miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard
Specifications for Public Works Construction. The replaced pavement and base material shall be
compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench.
Verify exact structural replacement section thicknesses with the City prior to installation.
C. Permanent pavement replacement shall be installed using a City approved 3/" max medium
asphalt concrete as the base course lift and a City approved %" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000
asphalt concrete mix. The width of the cold milling area shall be as follows:
For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut
removal lines.
• 'For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to the lane line striping, whichever is greater.
• For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of 3/" max medium asphalt concrete shall be installed from saw -cut edge to
saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left
0.10' low in anticipation of grinding and capping.
F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be
replaced in kind by the Permittee, as directed by and to the satisfaction. of the City Engineer.
Affected traffic signal loops shall be removed and replaced in kind. The finished pavement
surface shall be smooth, consistent, and shall conform to the surrounding grades.
Special Conditions Page 5 of 6
PERMIT NO. 5136
MADISON CLUB / ONSITE VEHICULAR BRIDGE / TRACT NO.33076-
25. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed
under this permit with an approved dust control treatment. Soil stabilization shall be done immediately
after completing the operation.
26. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City
has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets
not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a
restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants
permission to use the street to deliver street construction materials and/or equipment.
27. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
28. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages,
delay costs, costs or expenses in law or equity that may arise out of work under this permit.
29. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the
permittee shall postpone cutting the pavement until the intended third party has acquired a permit from
the City to perform the required restoration work.
Special Conditions Page 6 of 6
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