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ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
See below for Finance Revenue Codes
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.
FIVE ®PV Minor Improvement Permit - Class IV
DATE: 12/2/2009
Subdivision Improvement Permit - Class III
LOCATION OF CONSTRUCTION: Eisenhower Ambulatory Care Center; SDP 2007-887; TM 3111.6; Corner of Seeley Dr and Washington St
PURPOSE OF CONSTRUCTION:. Offsite Street Seal coat and re -strip of Seeley Dr.
DESCRIPTION OF CONSTRUCTION: See Plan Sheet No: 06022 Sheet 2
DIMENSION OF INSTALLATION OR REMOVAL: See Plan Sheet No. 06022 Sheet 2 and Attached Exhibit for Seal Coat Limits
APPROXIMATE TIME. WHEN WORK WILL BEGIN: 12/3/2009
ESTIMATED CONSTRUCTION COST: $13,000
permanent resurfacing and/or replacing improvements)
COMMENTS
TIME OF COMPLETION: 12/7/2009
(Including removal of all obstruction, materials, and debris, backfilling, compaction and placing
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
of La Quinta and to pay for any additional replacement necessary as the result of this work. ,
Signature of
City
Charlie Morris - Eisenhower Medical Center 45280 Seeley Drive, La Quinta, CA 92253 v 760-345-:1377-
Name
60-345-1377Name of Applicant Business Address Telephone No
WDL Construction - Shaun Evans
Name of Contractor and Job Foreman
741137
Contractor's License Number
Scottsdale Insurance
Applicant's Insurance Company
74-075 EI Paseo #B3, Palm Desert, CA 92260
Business Address
760-345-3500
Telephone No.
4966
City Business License No
BCS6019684
Policy Number
FEES Subdivision Improvement Permit -Class p/ QA. ?Q� Public Improvements: 3% of estimated construction costs
Minor Improvement Permit - Class 1 �`�",/., 9 Private Improvements: 3% of estimated construction costs
Finance Revenue Code
ERMIT NUMBER: 9081
Inspection Fee E_1 390.00 DATE ISSUED: 12. 0
EX
ON 1 Z• i4r o
Permit Fee E_1 $100.00 B
As -Built Deposit E-A $0.00
Cash Deposit -Surety Bond, EE=6 $0.00 WORK INSPECTED BY*: .
if required PERMIT COMPLETION DATE*:
TOTAL $490.00 ' If the work is covered by a Subdivision Improvement Agreement, Subdivider
shall request final acceptance of improvements from the City Council.
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►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST. BE PROVIDED
ApRlicant or Contractor General Liability Insurance Com an :
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Applicant or Contractor General Liability Insurance Policy Number:
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Inspection Fee:
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Approval Date:
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City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 9081
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 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 advanceof 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 dear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with ( " N/A " ) inches of A.C. paving placed on ( " N/A " ) inches of ( " N/A " ) aggregate sub -base course having an
"R" value of not less than ( " N/A ") and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch (%") to one foot
❑ 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.
A,
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
three inches (3") 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.
2.
PERMIT NO. 9081
Eisenhower Ambulatory Care Center / Seal Coat and Signing & Striping
Improvements on Seeley Dr / SDP 2007-887; PM 31116; Seeley Dr E/O Washington
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.
This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
3. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will
be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial
Safety pursuant to 7-10.4.1.
4. Eisenhower Medical Center (Charlie Morris) and WDL Construction (Shaun Evans), hereinafter
referred to as "Permittee", shall be responsible for providing continuous dust and erosion control.
5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
6. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the
work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of
equipment within one-half mile of human occupancy shall be performed only during the following time
periods:
October 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 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (ie any 4 lane street) neither before 8:30 a.m. nor after 4:30 p.m.
7. 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.
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.
Special Conditions Page 1 of 7
PERMIT NO. 9081
Eisenhower Ambulatory Care Center / Seal Coat and Signing & Striping
Improvements on Seeley Dr / SDP 2007-887; PM 31116; Seeley Dr E/O Washington
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. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to
start of construction, a letter from any owners of the driveways/access ways that will be closed down
due to the construction. The letter must be approved by the city and at minimum state from the owner
the following:
A. Approval of the construction
B.. Plan identification
C. Time Frame of Closure
D. Alternative Routes
12. 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.
13. Eisenhower Medical Center (Charlie Morris) and WDL Construction (Shaun Evans), hereinafter
referred to as "Permittee", shall be responsible for providing continuous dust and erosion control during
construction material hauling procedures.
The following Fugitive Dust Control rules shall apply during soil import/export activities:
a. A valid grading permit shall be active at both the import and export site
b. The import/export material during hauling shall be near 70% optimum moisture content.
c. Street cleaning shall occur, as necessary, at import and export location.
d. Trucks hauling export or import material must maintain 6 inches of freeboard and be tarped.
e. The haul route shall be attached to this permit or a City approved plan.
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 (MUTCD).
On Collector to Major Arterial Streets, the permittee must submit a traffic control plan which shall be
prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control
Devices (MUTCD). 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.
Special Conditions Page 2 of 7
PERMIT NO. 9081
Eisenhower Ambulatory Care Center / Seal Coat and Signing & Striping
Improvements on Seeley Dr / SDP 2007-887; PM 31116; Seeley Dr E/O Washington
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.
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, 5t' Edition" or latest, in the installation of all
appurtenances abutting and within the public street right-of-way. .
18. 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
upimprovement plan requirements as required by the city or existing errors & omissions by the
architect or engineer of record.
19. 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
20. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts
provided in Engineering Bulletin 97-04. 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.
21. Work within 500 feet of any designated School Zone shall be performed between the hours of 8 a.m. —
1:30 p.m. Traffic control shall be set up after 8 a.m. and removed before 1:30 p.m.
22. . The permittee shall not encroach upon private property without prior written approval (submit to the
Public Works Department, attention to the Assistant Engineer II) of the private land owner whom is
being encroached upon.
23. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097
before 1:30 p.m. and at feast twenty-four (24) hours prior to the anticipated inspection.
Special Conditions Page 3 of 7
PERMIT NO. 9081
Eisenhower Ambulatory Care Center / Seal Coat and Signing & Striping
Improvements on Seeley Dr / SDP 2007-887; PM 31116; Seeley Dr E/0Washington
24. During work hours, the permittee shall provide and maintain. a traffic lane that diverts traffic off the
paved roadway. The traffic lane must be located within the existing R/W with the following
requirements:
a. Class II Base with a minimum depth of 2"
b. A 12 inch thick subgrade layer compacted to 95% based on ASTM D1557
c. An unobstructed travel width of 10 feet.
d. In addition, a minimum of 5 feet clearance from open trenches.
e. A minimum of 2 feet from vertical obstructions like curbs.
f. Maximum speed of 25 mph
25. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee
,shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site.
26. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract
an archaeological observer for the site excavations within native undisturbed soils. A copy of the
contract must be submitted to the Public Works Department and attention this to the Associate
Engineer. If the archaeologist determines the site note to be required to be observed, please submit a
letter signed by the archaeologist stating their determination.
27. 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.
28. The permittee is required to provide an informative message board (approved by the City Engineer)
informing the .commuters using the affected roadways of
g. Possible traffic delays
h. Time of construction
i. 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.
29. 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.
30. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
31. Access and egress to all local properties shall be maintained at all times.
Special Conditions Page 4 of 7
PERMIT NO. 9081
Eisenhower Ambulatory Care Center / Seal Coat and Signing & Striping
Improvements on Seeley Dr / SDP 2007-887; PM 31116; Seeley Dr E/O Washington
32. 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 Y2" 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 7
PERMIT NO. 9081
Eisenhower Ambulatory Care Center / Seal Coat and Signing & Striping
Improvements on Seeley Dr / SDP 2007-887; PM 31116; Seeley Dr E/O Washington
33. 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.
34. 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.
35. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
36. 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.
37. 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.
38. Flagger Requirements
A. Minimum Requirements
1. Receive and communicate specific instructions clearly, firmly, and courteously;
2. Move & maneuver quickly;
3. Provide clear and positive guidance;
4. Understand and apply safe traffic control practices;
5. Recognize dangerous traffic situations in sufficient time to avoid injury.
B. Flagger Safety Apparel
1. Background
a. Fluorescent orange -red, or
b. Fluorescent yellow -green
2. Retroreflective material (Orange, yellow, white, silver, yellow -green, or fluorescent
version.
3. Material shall be visible at 1000 ft
4. Apparel shall be designed to identify the wearer as a person
5. Law enforcement personnel should adhere to the same standard
C. Hand -Signaling Devices
1. Stop/Slow paddle octagonal in shape with minimum 18" width and 6" letters. Must
have white legend on red background.
Special Conditions Page 6 of 7
PERMIT NO. 9081 .
Eisenhower Ambulatory Care Center / Seal Coat and Signing & Striping
Improvements on Seeley Dr / SDP 2007-887; PM 31116; Seeley Dr E/O Washington
D. Directing Traffic
1. Only three (3) signals are required.
STOP SLOW
. ............ .
E. Flagger Communications
1. If work area is too long for relay (2 flaggers can't see each other)
a. One flagger given the responsibility to coordinate
b. Use Radios or
c. Field phones
F. Flagger warning signs must be removed or covered when flagging is finished, when work is not
going to start immediately, or when work is completed.
Special Conditions Page 7 of 7
No
LEGEND AND_CONSTRUCTION NOTES
// (� Crls-U•t i0 FCwtn
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YL
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FATS LiG. LWNI 111 KPIGSNG OR ARROas AS NDIED, IrA11DIN'u
C FAISJ? FAN:.IFN' 4AR(ItGS
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((`\) rA`2lfj:i MAWIPC t% ARRDA AS tgTD, IF.GEId?S
SEUL :UK. A 50' SPAT ID K%I LEGEND W -M WED OTHRaI'
>•. F4rpoaD SICK (!f FCKT�
c
CONSTRUCTION NOTES
OINSTALL $GN(s) ON METAL POST AS sFKwOt PER MUTCE
ANG MUTCD GIIJFORNIA SUPPLEMENT
Z INSTALL LWTT LINE AND STOP LEGEND PER DET AL SWN
ON $MEET i
LEGEND
INSTALL STREET MARKING PER MUTCD AND MUT
DETAIL *X*
DESIGNATION NUMBER AS SHOW".
INSTALL TYPE IV ARROMS PER MUTCD STANDAR
INSTALL TYPE VI ARROV& PER MUTCO STANDAR
tINSTALL
TYPE I ARROW PER MUTCD STANDARD
rW,
INSTALL BIKE LANE LEGEND PER CITY OF LA OLA
IF
.INSTALL STOP LEGEND PER CRY OF LA OIANTA I
RR
REMOVE AND REPLACE
RS I
REMOVE AND SALVAGE
PP
PROTECT IN RACE
- -
EMSTING EDGE OF PAVEMEW
PROPOSED EDGE OF PAVEMENT
Natl}I
IIOIS2OffAL SALE QU* 1--40'
V \V aV 12V 140
SCALE 1'.40'
REVISIONS
ROy1S) DAR , �� PD•SIW ELEV. IIS.W �A�wOmTWO�a�A�m E91!
APRi0VFDM CMOFLAOUWr,\ CRY OF LA QUINTA, CALIFORNIA SHEET
Desert Cies Engineering MARK 1f ee JJ .'�� CML[BTRANSPORTATM[NOOMMR$CnMMANAGBL-Nr LMATKTN RIRMTIiE iLQOOtLKUA ,PAR�.L MAP NO. 31118
SUMMOg nl.ML MZ Rrd.WSW CA Q= r IA. IMTN OOt1L"w INMON NHIAT THE AMLYNOD P.E w jo1mmw PE uTL SIGNING AND STRIPING PLAN-SEELEY DRIVEDCE P^'"` � arttatsECI10�of wars AveA D AroVwsIla, Tw ace No. dam • Farrt> . 0000e FVBDC VAa o ary Da�r$t STA 11400 TD 18+00
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47, MDL 2PU'
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/ LEGEND AND 9ON9TFjt DQt4 NOTES: • � i RAMM SLLre rAVEkffM NAR1O ft
U FLRN(St AAD iKt'Ai.L S((XS) Aldi POST (Ir APR-;.'<R.EI. O `� -•/ / 4 i `� `•
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PAk?tT+r uAM I,.G Ot ARM AS W.lFO. i t"T.WS M�3 h ` . I $ j/i J •' .
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CONSTRUCTION NOTES
+Q FNSTAIl AM,SRityg� OId METAL POSTAS Sl474q PER IRfICO, -
ARD 30 CAI.IF'ORNIA SUFPLF7,TDir � J `,` ' '�
IN TALL LLOAT LINE AND STOPE
LGEND OST
PER AL SMOVt" N--�
SEESHEET 3
FOR TRAFFIC CII LE
LEGEND SIGNING AND ST}?IPING
INSTALL STREET MARKING PFA M.UTCD AND MUTCO :ALIFORM SLIPPUW9rr . Z \ 1ST S1GST F TUTS MYLAR------
DETAIL *X" DCWNAn0NNUUM94ASSHCNOL PROPOSED CLRtB. THIS-YLAR IS IDEWIEAL TO La -
t,%/ ;,it / / v i.H- _ g U a� a un AR AWKw n of TK- CI r(
?I j t IR/W - ' •? '. E tl . i i. �p LWAt kLR TV :114106. "
MULL TYPE LVARROWS MR MITTCD STANDARD . FDUN / j '1-d PREe.'aM Sr LT_SRT 61 TI
4
Itf lBt +S/p
r ar RviSIOW, TO nKIVON.iQ
WSTALL TYPFNARROLNS PER MIJTC.06TWdDARO Rt, ]6'� _ / r _
` - -
.�:.` .. ..
Eq. 4•.62013
B�fAL,. TrPE I ARROMS PC NiTrcosrarmARn f<.r t N. E t
is •L O YID 5. n(H
. �Ct": • t.:� .,'MtErv>� Bt- `.`�'i --_
INSTAu •ICE LANE LEGEND PER aTY� to gNMA,:TD Inv:
�,.. C
INSTALLSTop LEGEND PER CITY OF LA auwA STI. DYIQ �. �t a ft, PAYEdENT RiM1RKER '"' � n
aRR POSEDRIW x -
Rr:muvE AND REPLACE. ,
RS REA,ct r AND sa vaGEor
PP PROTECT IN PLACE
3 .f / i, .. .� , Cx IPL ET '�" '•-1 . . j
-h- Fit MAG EDGE OF PAV151ENT !'/ ..•��,e. -� LX. IPI`({T � 'C• vV
/t� LOO lF t7 Lf.- V<,` . t2`X,ff
!!/ PWDPOBw®GE OF PAVB,>EM � � ✓/' �. '�y � f � ��`~_ � •� MEAFPROtRO 9Y: GTf OF LA O(iS•+TA
12
f(IVP.)
t z/L9
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1.
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n
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WIN
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SCALE
<o REVISIONS —1-1 �`CN PD3.wr ELev. „5584' PREPRRFnu wk O TFetsa w%kv1ssxWoP "'Ce n nDr enYOr LACLWA' CITY OF LA QUINTA, CAUFORNIA SHEET
�<: Desert -Cities Engineering MARX t j S,„D Lv
REVISM ---_ -_-- L.EGEM ".(iu —�y maAnsTs A. �ydr / wu nr A 1�rQ1�t. PARCEL R1AP NO. 31118
CNd TRANBPORTRTI�t ODNB'iRUC1KW IdA1dROB181q LOCATION MR .A•.EC
rLP.aCmeam+rwaxr
nLwetATx RRawoa re t LaTf—ou.Tei'uAT SIGNING AND STRIPING PLAN - SEELEYDRIVE
—__.---—._.-_�--.-- p Ptor(TRfi 1JD�7�1.71k, cnoM or ruL.sAwkc r+ovu.3cau 0.(.6 tt3 �t0' PkPWeD i'.nae o7�06 stmt nr Iwue,vxamcNVI:NOIIe STA 1,+087028+00 6
dry RR w ca awn• WaNs rzmlm AIVASPWA—"A ne.aanawuotsC,v.tk,TONaaMP]agnH,+!AAf}t W,'.a{tl SHEETS
DO
LEGEND AND QQNSTMEEK)"OTE
Q 01SIM 19 W.UAIN.
i_rs, FLWIS+ AND INSTALL on K69
FEjaf. .ALL. EXISTlwj (-WllMI..; WAFT
ISIRIPIW. P44ELLIP upl&.pla ly: moms
qAISED PAVD0J1 UAW l.W--.
c&wtsstpupiw cfr.(t. K.!, MA.wR K,
Ti PLAN>.
PjAW.kC%l-. UAFK jK OR Q*VW AS K --T).. i F
94AU 0 -VE A 50* SPAM TO PUT LEOEW-
A. PFAPPFO SM ;,.ML P'lli
CONSTRUCTION NOTES
(D=
GINS11AU LVAIT UNEANDSTOP LEGE
ON SHEET I
LEGEND
INSTALL STREET "RI(ING MR MUTCO AND MUTOD CA10ORN14 SUPPLWFxr
DETAIL W DEMONATION NUMBER AS SHOW
WTAU. TYPE. rd ARRMS PER WTM STANDARD
NN **TA . LL TYPE M ARRCIIA0 PER mvrro urAmDARD
tWFALL TYPE I ARRCI%6 PER kUfrC;D STAROMD
INS -TALL BIKE LANE LEGEND PER QTY OF LA QLMrrA STD OW 3.
wauu. srop Luagwo PER crry OF LA cum -A sm. om.
REM911E AND REPLACE
FRS1 REMOWANDBALVAGE
PP PROTECT US PLACE
EXISTING EDGE Or PAVE IEA
PRoPosEo exkr OF PAVEIMTT
4�
PROPOSED CURS
P"Ofps� I
HAJF of PArve,
THIS U LAR IS j-,khTICALL TO THE
WYLAR APPWAM- 3- TIE (:I.'Y
EMINEEP. ON ElijM. AND.
PREPARED By Evsm? CITIES
134AIWEPING.EXCEPT- FOR TK
riT.visim Fcrm i6im.
WO"—eil
Si
to. 7M
UAvit I . -1
5
11
UAJE_'
PUBLIC VMKS E:iRE-:Ivli
APPROVED III: 0-.f OF LA "T,
PUBLIC VMKS E:iRE-:Ivli
EER
f,7
KORWITAL SCALE OUT): 1'-& ITT.f t:��q�WTAJ
Ply&A No.
0 (10 %Z:%— No REVISIONS —1-1 r7771 Desert. Cities Engineering BENCHPPbNM PkWARWk*0XRrHSU5tSCTvup9rvomm ME WX Ur. 0M OF LAOUNTA CITY OF LA QUINTA, CALIFORNIA
lt��ATP.Ubao ; I MARK 837ju Ah� i1L 41404 3ET
Sm S C %=A &POWWALICUMMUMEMENT LOCATIONb1t PARCEL UAP NO. 31 118
nArE
AlAc SIGNING AND STRIPING PLAN - [SEELEY DRIVE R 6
RLE vm3- c
ICE o!=
j WM=TTMN� Kv I& NO, ono I Ll~z STA, I 1 +00 TO 211.00
06 PJwCvAxamcnyc"wm" ""T.
oma mm 0 m