12055See below for Finance Revenue Codes
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ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public
works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS.
Subdivision Improvement Permit - Class III
Minor Improvement Permit - Class IV
DATE: 9/4/2012
LOCATION OF CONSTRUCTION: Madison Street Improvements; Madison Street between Avenue 50 and Avenue 52
PURPOSE OF CONSTRUCTION: Exploratory Borings - See attached
DESCRIPTION OF CONSTRUCTION: Exploratory Borings - See attached
DIMENSION OF INSTALLATION OR REMOVAL: 13 Borings
APPROXIMATE TIME WHEN WORK WILL BEGIN: 9/5/2012 TIME OF COMPLETION: 9/6/2012
ESTIMATED CONSTRUCTION COST: $20,000 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing
permanent resurfacing and/or replacing improvements)
COMMENTS City of Indio Project
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 occuring 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-
7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at
least twenty-four (24) hours prior to the anticipated inspection.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules regulations of the City
of La Quinta and to pay for any additional replacement necessary as the result of this work.
1.,Signature of AppIrEant or Agent
Petra Geotechnical - Monty Schultz 3190 Airport Loop Drive, Suite J-1, Costa Mesa, CA 92626 (951) 538-3211
Name of Applicant Business Address Telephone No
Petra Geotechnical - Monty Schultz 3190 Airport Loop Drive, Suite J-1, Costa Mesa, CA 92626 (714) 549-8921 /(760) 250-9747
Name of Contractor and Job Foreman Business Address Telephone No.
PE 61144
Contractor's License Number
10 1458-77
City Business License No
Travelers Indemnity Co. of Conn. 6802099L272
Applicant's Insurance Company Policy Number
FEES Subdivision Improvement Permit - Class I
Minor Improvement Permit - Class I
Finance Revenue Code
Inspection Fee EE=1
$0.00
Permit Fee E_1
$0.00
As -Built Deposit E-A
0.00
Cash Deposit -Surety Bond, E_B
$0.00
if required
TOTAL
0.00
I
Public Improvements: 3% of estimated construction costs
Private Improvements: 3% of estimated construction costs
DATE ISSUED: q /
EXPIRATION DATE: /D
BY:
WORK INSPE ED BY`:
PERMIT COMPLETION DATE':
If the work is covered by a Subdivision Improvement Agreement, Subdivider
shall request final acceptance of improvements from the City Council.
8
CITY OF INDIO
CITY OF INDIO
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ONLY 1 LOCATION WILL BE CLOSED AT A TIME
ALL "ROAD WORK AHEAD" AND "END ROAD WORK"
WILL BE PLACE AS SHOWN FOR THE DURATION OF THE WORK
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NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2012 CALIFORNIA MANUAL ON UNIFQ
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITA
CRY OF INDIO AND/OR CITY OF LA QUINTA REPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10 (TYP.1Y)' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BEA MINIMUM 2• BE-
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES.
6. THIS TRAFFIC CONTROL SHALL BE W PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS. THE ROAD SHALL BEC
7. THIS ISATYPICAL. THE CONTRACTOR WILL BE WORKING IN ONLY 1 LOCATION ATATIME WITH THE TRAFFIC CONTROL MOVING S
EACH LOCATION SHOULD TAKE APPROXIMATELY 1 HOUR MAYBE A LITTLE MORE..
TYPICAL FOR SAMPLES
OFF THE EDGE
ULFF TROLS (Ca.M..T.C.O.) � Z',4l
IBCIO'S6FETYAND TRAFFIC FLOW IFDEEMED NECESSARY BY
MAINTAIN SAME INACCORDANCEWITH TRAFFIC CONTROL2 c
]}{E EDGE OF CUT AND THE NEAREST TRAFFIC LAW-----
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8. FLAGGERS SHALL WEAR AMINIMUM CLASS 2 ANSI GARMENT (CLASS 3 PERFERRED) AND SHALL BE EQUIPPED WITH STOP & SLOV9 PAAAWEES FLAGGER 8 L BEAGLE TO SEE EACH OTHER OR SHAN
HAVE 2 WAY RADIO COMMUNICATION. FLAGGERS SHALL HAVE KNOWLEDGE OF FLAGGING SIGNALS & PROCEDURES. 'FLAGGER 41EADD, ONE LAN 'R0 AAA EAD: SIQNS S MOOED WHE
NO FLAGGERS ARE PRESENT. t .Z l� 1`•
9. ALL ADVANCE WARNINGS IGNSTOBESPACED AT60TPER CITY OFLAQUINTA TRAFFIC ENGINEER. 2012WATCH HANDBOOK B'CaMUTGDA GWIM_M500, ( ! t', J
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AVE. 52
APPROXIMATE SAMPLE LOCATION
Soil Sample Drilling
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Petra Geotechnical
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Monty 714 549-8921
Wk Ca DwIp D1
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Tops N Barricades, Inc.
Ron Fifield Ron Fifield
(800)852 -TOPS XX
MADISON ST.
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AVE. 52
APPROXIMATE SAMPLE LOCATION
Soil Sample Drilling
ft.
Petra Geotechnical
OM
Monty 714 549-8921
Wk Ca DwIp D1
Rw-i O/ � 9/
Tops N Barricades, Inc.
Ron Fifield Ron Fifield
(800)852 -TOPS XX
9/6/12 1 REVS
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 12055
The following shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way
ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission
from abutting property owners.. Such authorization must be secured by the permittee prior to starting work.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved
surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving
during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or
cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains
shall be kept free of debris at all times for proper drainage.
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All
paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line
and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker
shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill.
DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcingwater 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 followinq shall apply when indicated:
® R1 NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized
by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
permittee.
® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A'* ) aggregate sub -base course having an
"R" value of not less than ( ** N/A ") and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch (W) to one foot (1'). .
❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (** N/A ") feet shall
be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be two and a half inches (2 %") of A.C. paving on (*' N/A ") of class (" N/A ** )
aggregate base.
® R9 . SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
City of La Quinta
® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2") of SC -800 shall be placed on a prepared sub -grade. The SC -800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the placement of the temporary pavement exceed a five (5) day limit.
® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC -800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La
Quinta Standard 600 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.
N
2.
3
PERMIT NO. 12055
City of Indio Project — Madison Street Improvements / Exploratory Borings /
Madison St Between Ave 50 and Ave 52
In addition to the standard permit conditions, the following shall apply:
Pursuant to Section 14.16.3 20 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.
This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
All landscaping, irrigation, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be
replaced to. its original condition..
4. The permittee shall not encroach upon private property without prior written approval (submit to the
Public Works Department, attention to the Assistant Engineer Il) of the private land owner whom is
being encroached upon.
The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097
before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection.
6. Petra Geotechnical (Monty Schultz), hereinafter referred to as "Permittee", shall be responsible for
providing continuous dust and erosion control.
7. 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 1st 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.
8. 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 City Traffic Signal Maintenance Technician at (760) 250-0571 if signal operation at the intersection
is to be altered in any way.
9. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
Special Conditions Page I of 5
PERMIT NO. 12055
City of Indio Project — Madison Street Improvements / Exploratory Borings /
Madison St Between Ave 50 and Ave 52
10. The permittee must compact any disturbed soil within the paved right of way back to its original
condition or compact to a minimum density of 95% based on ASTM D 1557 and be placed while the soil
is at +/- 2% of optimum moisture, which ever compacting effort produces the greatest density.
11. Any asphalt removed during potholing shall be replaced with City approved mix asphalt or equivalent.
Temporary (Cold Patch) is not acceptable as an approved asphalt mix. The asphalt shall have a
thickness equivalent or greater than the removed asphalt thickness and shall obtain a density of 95% or
greater based on maximum density obtained by the ASTM Marshall Mix Design Method.
12. 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.
13. The permittee shall place temporary no parking signs along the parking area affected by the
construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and
removed immediately after the construction completion date.
14. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at
residential streets, advance warning signs and traffic control shall be installed and maintained in
accordance the latest edition of the California Manual of Uniform Traffic Control Devices (CA
MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH).
On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or
prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control
Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH).
Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil
or traffic engineer registered in the State of California. 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.
15. 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.
16. Should. additional work, materials, or modifications of the work be required in order to meet City
standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be
performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the
City of La Quinta.
Special Conditions Page 2 of 5
. PERMIT NO. 12055
City of Indio Project — Madison Street Improvements / Exploratory Borings /
Madison St Between Ave 50 and Ave 52
17. The City of La Quinta reserves the right to require modifications of the work be made at permittee's
sole cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric
Design of Highways and Streets, 5`h Edition" or latest, in the installation of all appurtenances abutting
and within the public street right-of-way.
18. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe
random pothole backfill compaction and testing if requested by the inspector. If the inspector's phone
number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the
Assistant Engineer II at 777-7047 to determine the .city inspector's phone number. The inspector shall
determine the number and location of the test location/s. The above testing does not relieve the
permittee's responsibility for future repairs due to settlement at and near the locations of the work area.
Materials testing must be performed under direct supervision of a California Registered Civil Engineer.
19. 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.
20. 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
21. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts
provided in the Engineering Bulletin on Indemnification & Insurance Requirements. This insurance
shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the
permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each
policy shall name the City as an additional insured.
22. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the
Public Works Department, a traffic control plan for review and approval prior to start of construction or
parking on the paved R/W.
23. The permittee is required to provide an informative message board (approved by the City Engineer)
informing the commuters using the affected roadways of
a. Possible traffic delays
b. Time of construction
c. Alternate routes.
The message board shall be provided for the commuters 48 hours prior to the start of traffic delays, and
the entire message should be readable at the posted speed limit.
Special Conditions Page 3 of 5
0
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M
PERMIT NO. 12055
City of Indio Project — Madison Street Improvements / Exploratory Borings /
Madison St Between Ave 50 and Ave 52
24. 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.
25. Access and egress to all local properties shall be maintained at all times.
26. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the completion
of the work. Permanent pavement replacement shall conform to the following conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than
existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed
miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard
Specifications for Public Works Construction. The replaced pavement and base material shall be
compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench.
Verify exact structural replacement section thicknesses with the City prior to installation.
C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium
asphalt concrete as the base course lift and a City approved Y2" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. 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.
27. 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.
28. 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.
Special Conditions
Page 4'of 5
1 -
PERMIT NO. 12055
City of Indio Project — Madison Street Improvements / Exploratory Borings /
Madison St Between Ave 50 and Ave 52
29. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
30. 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.
31. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the
permittee shall postpone cutting the pavement until the intended third party has acquired a permit from
the City to perform the required restoration work.
Special Conditions
Page 5 of 5
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Project Name: Madison S�tr�E
52
Purpose of Construction (i:e.: Rough Grading; Offsite Street, etc.)��ffi`'`
EUxplor<atory Borings -See Attached
Description of Construction i.e.: See Plan Set No. 01234)
Explo�rato,�ry Borings. -See Attached
Dimension
13 Borings
it Removal:`
Applicant or Contractor General Liability Insurance Company:
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"A22licant or Contractor General Liability Insurance Policy Number:
DQE
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Office Use Only:
Inspection Fee: r
Office Use Only:
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Assigned Permit Number:
Permit Fee:
Approval Date:
•
•As -Built
Expiration
Deposit:
Date:
_
Dust Control d
Issue
Deposit:
Date:
Credit
-Amount: '
Administrative Authority:
-
TOTAL FEE DUE:
rive ec Is s — Formspp Ica Ions Application for
Permitpose 8-26-09
Orange County / Environmental / Corporate
3190 Airport Loop Drive, Suite J-1
Costa Mesa, California 92626
T: 714.549.8921 F: 714.549.1438
Proiect:
Proposed Madison Street Improvement Project
From Avenue 50 to Avenue 52
City of Indio/City of La Quints
Description of Work:
past + present + future
its in our science
Engineers, Geologists
Environmental Scientists
August 24, 2012
Subsurface exploration associated with the proposed widening and realignment of Madison Street
between Avenues 50 and 52 in the cities of Indio and La Quinta. A total of thirteen (13) exploratory soil
borings will be drilled to a maximum depth of 15 feet utilizing a hollow -stem auger drill rig. Ten (10)
exploratory soil borings will be drilled in Madison Street, one (1) boring in Avenue 50 approximately
200 feet east of Madison Street, and two (2) borings in Avenue 52 approximately 200 feet east and west
of Madison Street The purpose of the soil borings is to evaluate subsurface soil conditions and obtain
samples of soil for laboratory testing. All soil borings will be backfilled with sand -cement slurry and
borings drilled through existing asphalt pavement will be capped and sealed with a cold asphalt patch. A
boring location exhibit and traffic control plan are attached.
J. Montgomery Schultz, GE 2941
Senior Project Engineer
GE 2941
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END
ROAD WORK
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• END
RQAD WORK
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500'
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AVE 50
ONLY 1 LOCATION WILL BE CLOSED AT A TIME
ALL "ROAD WORK AHEAD" AND "END ROAD WORK"
WILL BE PLACE AS SHOWN FOR THE DURATION OF THE WORK
TYPICAL FOR SAMPLES »0"
ON THE PAVEMENT lom
BORES 7,4,8 AVE 51
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BORE
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._BORE 6�' A n tU
VISTAISTA TYPICAL FOR SAMPLES
EL MAR BONITA OFF THE EDGE
W -I OF PAVEMENT
ROAD BORE 1.3.5.7.9
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N= 1, ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL 8E IN ACCORDANCE WITH THE 2012 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROLS (M.U.T.C.D)
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED, ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY
CITY OF INDIOAND/OR CITY OF LA QUINTA REPRESENTATIVE,
3, THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL- (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS.
4, CONTRACTOR SHALL MAINTAIN A MINIMUM 10 (TYP ITT TRAFFIC LANE WIDTH ATALL TIMES. THERE SHALL BEA MINIMUM 2 BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE.
8, ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES.
6, THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY, AT END OF THE WORK HOURS, THE ROAD -SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL,
7, THIS IS A TYPICAL. THE CONTRACTOR WILL BE WORKING IN ONLY 1 LOCATION ATA TIME WITH THE TRAFFIC CONTROL MOVING ALONG WITH DRILLING CREW FROM LOCATION TO LOCATION.
EACH LOCATION SHOULD TAKE APPROXIMATELY i HOUR MAYBE A LITTLE MORE..
8. FLAGGERS SHALL WEAR A MINIMUM CLASS 2ANSI GARMENT (CLASS 3 PERFERRED) AND SHALL BE EQUIPPED WITH STOP & SLOW PADDLES, FLAGGERS SHALL BE ABLE TO SEE EACH OTHER OR SHALL
HAVE 2 WAY RADIO COMMUNICATION, FLAGGERS SHALL HAVE KNOWLEDGE OF FLAGGING SIGNALS & PROCEDURES, "FLAGGER AHEAD" & °ONE LANE ROAD AHEAD" SIGNS SHALL BE REMOVED WHEN
END
ROAD WORK
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MADISON ST.
EMD
ROADWORK
APPROXIMATE SAMPLE LOCATION
Dae FMNUI
Pend!
Soil Sample Drilling
Pdfi%caattaet
Petra Geotechnical Monty 714 54
tMft CanW DWp by ftpatbd By —CN*6d
Tops N Barricades, Inc. Eton Fifield iron
Phone SOWUNt batB
;800)852 -TOPS XX 8/17/12 1