SAW2014-0002cit.ti;, Oj/
See below for Finance Revenue Codes
ENCROACHMENT PERMIT IJ&I 1J9
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.
DATE: 9/3/2014
LCOMA
-
LOCATION OF CONSTRUCTION(Street address or Description): PGA BLVD AT JACK NICKLAUS SEP 3 2014
PURPOSE OF CONSTRUCTION: OFFSITE SEWER IMP (CVWD PLANS)
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DESCRIPTION OF CONSTRUCTION: TM 36537 THE SIGNATURE OFFSITE SEWER IMP U0
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DIMENSION OF INSTALLATION OR REMOVAL:SEE APPROVED CVWD PLANS
APPROXIMATE TIME WHEN WORK WILL BEGIN: 9/4/2014 TIME OF COMPLETION: 10/2/2014
ESTIMATED CONSTRUCTION COST: S35.000.00 (Including removal of all obstruction, materials, and debris, backfilling, 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) 777-7097. 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 and regulations of the City of and
to pay for any additional replacement necessary as the result of this work.
Signature of Applicant or Agent
RREF II-CWC LAQ -LIZ BELLOSO 5927 PRIESTLY DR SUITE 110 CARLSBAD, CA 92008 (760)918-2839
Name of Applicant (please print) Business Address Telephone No.
CALIFORNIA WEST CONSTRUCTION I 5927 PRIESTLY DRIVE STE 110 CARLSBAD, CA 92008 (760)918-2829
Name of Contractor and Job Foreman Business Address Telephone No.
927267
Contractor's License No.
ASPEN INSURANCE UK LIMITED
Applicant's Insurance Company
Finance Revenue Code
PERMIT INSPECTION
SEWER AND WATER $1,144.00
TRAFFIC CONTROL ONLY - ALL OTHERS $2,646.00
TOTAL: $3,790.00
101491
City Business License No.
B0595XN4379014
Policy Number
PERMIT NO: SAW2014-0002
DATE ISSUED:
EXPIRATION DATE:
WORK INSPECTED BY:
PERMIT COMPLETION
*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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PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Date: 8/27/14
Tract No: 36537 Project Name: The Signature at PGA West
Vicinity: PGA Boulevard at Jack Nicklaus Boulevard, La Quinta, CA
Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.) Offsite cvwb Sewer
improvements
Description of Construction (i.e.: See Plan Set No. 01234) Sewer improvements
in PGA Boulevard per CVWD approved plans 40191-40199
Dimension of Installation or Removal: 100' of 8" VCP sewer, 48" MH, AC and landscape
removal and replace, traffic control per attached plan
Approximate Construction Start Date: 9/2/14
Approximate Construction Completion Date: 10/2/14
Estimated Construction Cost: $ $35,000
Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back-filling, compaction and
placing permanent resurfacing and or replacing improvements
Contact Name: Liz Belloso - -. Phone Number: 760918-2839
Name of Applicant/Owner: RREF 11-CWC LaQ, LLC
Applicant Address: 5927 Priestly Drive, Suite 110 Carlsbad, CA 92008
Applicant Telephone Number: 760-918-6768
Applicant E-mail Address: Lbel!oso@californiawestcommunities.com
Name of Contractor: California West Construction, Inc.
Contractor Address: 5927 Priestly Drive, Suite 110 Carlsbad, CA 92008
Contractor Telephone Number: 760-9182829
Contractor State License Number: 927267B
Contractor City Business License Number: 101491
Contractor E-mail Address: mlake@californiawestcornmunities.com
A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED '4
Applicant or Contractor General Liability Insurance Company: j • Aspen (B8595%N469014J1runshore.-(09191 1496)-8td1 i (100001 ]: 5996) t5Li,ti.yz Lkk 1_i WI P
Applicant or Contractor General Liability W rance Policy Number:
&ee -ba- aUacbed-
VP10
Office Use Only:
Inspection Fee:
Permit Fee: $ 57 qo
As-Built
Deposit:
Dust Control
Deposit:
Credit
Amount:
TOTAL FEE DUE: $ Y7! Q
IJrIvIL:hPrkIu? - I-r,rmc x. nnIi,-tu',,
Office Use Only:
Assigned Permit Number:
Approval Date:
Expiration
Date:
Issue
Date:
Administrative Authority:
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number SAW20I4-0002
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 (21 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:
RI NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
0 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.
0 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.
0 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 (¼") 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 ¼") of A.C. paving on (" N/A ) of class (** N/A )
aggregate base.
0 R9 SIGHT CLEARANCE: Sight Clearance of six-hundred feet (600') in all directions shall be assured and maintained at all
times.
RIO 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
Z Rh I 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.
0 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.
0 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.
0 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.
0 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-BOO 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.
0 R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
three inches (3m) of SC-BOO 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.
0 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.
0 R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon
completion of permanent repairs.
0 R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished
—a 3Y 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 backfllled 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.
PERMIT NO. SAW2014-0002
The Signature /Off-Site Sewer Improvements /TM 36537; PGA Blvd at Jack
Nicklaus Blvd
In addition to the standard permit conditions, the following shall apply:
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.
The permittee may only work at night if approved by the City Manager. If approved by the city manager,
night work may be halted if the city receives complaints about the night work.
RREF ll-CWC LaO LLC (Liz Belloso) and California West Construction, hereinafter referred to
as "Permittee", shall be responsible for providing continuous dust and erosion control.
Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
Operation and maintenance of equipment within one-half mile of human occupancy shall be performed
only during the following time periods:
October 'lst 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 8:00 a.m. nor after 4:30 p.m.
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.
In accordance with the latest edition of the Standard Specifications for Public Works Construction
(SSPWC), the 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.
9. The permittee shall submit inspection'requests by calling the City Inspection Hotline at (760) 777-7097
before 1:30 p.m. at least 24hrs prior to the anticipated inspection.
Special Conditions Page 1 of 5
PERMIT NO. SAW2014-0002
The Signature /Off-Site Sewer Improvements /TM 36537; PGA Blvd at Jack
Nicklaus Blvd
10. 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:
Approval of the construction
Plan identification
Time Frame of Closure
Alternative Routes
11. 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.
12. 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.
13. 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.
14. The permittee shall be responsible for calling the city inspector to arrange the city inspector to
observe random trench compaction testing. If the inspector's phone number is unknown, the
permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Civil
Engineer at 777-7047 to determine the city inspector's phone number.
15. The permittee shall not encroach upon private property without prior written approval of the private
land owner whom is being encroached upon. A copy of the authorization letter shall be provided to
the city prior to start of the work.
Special Conditions Page 2 of 5
PERMIT NO. SAW2014-0002
The Signature /Off-Site Sewer Improvements /TM 36537; PGA Blvd at Jack
Nicklaus Blvd
16. 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:
General Liability Insurance Company and Policy Number
City Business License
Contractors State License Number
17. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts
provided in the Engineering Bulletin for 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.
18. At the approval of the City Engineer, during work hours and when no lanes are provided in the work
area, 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:
Class II Base with a minimum depth of 2"
A 12 inch thick subgrade layer compacted to 95% based on ASTM D1557
An unobstructed travel width of 10 feet.
In addition, a minimum of 5 feet clearance from open trenches.
A minimum of 2 feet from vertical obstructions like curbs.
Maximum speed of 25 mph
Without the approval of the City Engineer, the permittee must maintain a drivable surface made of
existing Asphalt Concrete or Portland Concrete.
19. 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.
20. Prior to excavating in native soils, the owner of the project shall have employed an archaeological
observer for the site excavations within native undisturbed soils. The name of the archaeological
observer must be submitted to the Public Works Department and attention this to the Associate
Engineer. If the archaeologist determines the site is not to be required to be observed, please submit a
letter signed by the archaeologist stating their determination.
21. 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.
Special Page 3 of 5
PERMIT NO. SAW2014-0002
The Signature /Off-Site Sewer Improvements /TM 36537; PGA Blvd at Jack
Nicklaus Blvd
The permittee is required to provide an informative message board (approved by the City Engineer)
informing the commuters using the affected roadways of possible traffic delays, time of construction,
and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior
to the start of traffic delays.
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 flodding 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.
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.
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) within
intersections and forty to fifty (40-50') in the longitudinal direction of the roadway 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.
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 er guidelines in the AASHTO " A Policy on
Geometric Design of Highways and Streets, 5 Edition" or latest, in the installation of all
appurtenances abutting and within the public street right-of-way.
All landscaping, irrigation, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be
replaced to its original condition.
Access and egress to all local properties shall be maintained at all times.
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 Standard Specifications for
Public Works Construction (SSPWC)
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 Page 4 of 5
PERMIT NO. SAW2014-0002
The Signature /Off-Site Sewer Improvements /TM 36537; PGA Blvd at Jack
Nicklaus Blvd
30. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
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.
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.
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.
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.
Special Page of 5
Work Area Traffic Control Handbook 31 1
Optional JA
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MINIMUM RECOMMENDED CI-IANNELIZING DEVICE AND SIGN SPACING (1)
SPEED "S'
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DIMENSION
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50 100 60 500 720 360 240 598 50 100 65 500 780 390 260 682 50 100 Work on Freeways and Expressways with speeds of 65 mph or greater shall meet the Standard
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14) Buffer space may be inserted In low speed urban areas and should be insert
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k Sign spacing in rural areas should be 500 ft
E
B
A
ii
Work Area Control Handbook 1
Right Hand Lane Closure on Far Side of Intersection
A
CA MUTCDTA-22B (CA) (Modified)
NOT TO SCALE
SAW zo 14- boo 2-
Legend
Table
tcorrnasded Sign spar,ngfn, paverced Warning Sr Srr)e. a a V aaer
Approach Minimum Distance in Minimum Taper Lengths IL>
Spend Feet Between Signs and (Feet) For 12 Foot Lane
(MPH) Frcm Last Sign to Taper L 1/21 1/31
(0)
25 150-200 125 65 45
30 200-300 180 90 60
35 250-400 245 125 65
40 350-500 320 160 110
45 500-750 540 270 180
50 500-1000 600 300 200
55+ 500-1500 660 330 220
[for Merge Taper
1/21- for Shift Taper
1/31- for Shoulder Taper
www. nva lion .com
=DETOU R
M4-8
Notes:
-Posted 35 MPH
-Hours of Work: 7 A.M.-5 P.M.
WORK
W201
i/I'll
RIGHT LANE
CHEDD /
/7>
W20-1 W42LT
300
<S>
/
W20-5 jj C30
(Bik e )
END
/
iI 300, [o]
W4-2 I W1-6
245 W6-3 •1 / //
I j rii LANE LANE LANE
W1-6 PGA BOULEVARD CLOSED CLOSED \OsE,,_____
- — /
ALL SIGNS SHALL BE
9 -
KEEP 4 — N 9 4
ALL PLANS MUST
ROADWAYS
BE
IGHT OTHER RULES AND F
10 THETEMPORARYTR
FIELD CHANGES OTF
OF THE GOVENM
50, PLAN IMPLEMENTATI
END
R0AoRK 3-2 TEMPORARY YTP
G202 /
MONITO
WORK W63
50' 11,~
%-Il
j W20-1 F
JACK NICKLA S
BOULEVARD
PGA BLVD & JACK NICKLAUS BLVD
taMe 2
k,<tSnfi.'.n&EI taper aergil, a,rr Marnlrlrarrl4Y.'Ir-r36 cn
Aprcaeh Wier Length Midmurn Cece Spac18 (C)
Speed 16) apr' Tirrerrt Cerrilct
(MPH)
25 5 as so in
331, 85 30 80 15
35 520 35 70 15
40 170 40 80 20
45 220 41 90 20
50 280 50 100 25
tSr 335a 50 500 25
(1 Cac)'ir Oppos ngIratt1t Ad) errIt H, SorE ifears Or Co fhctrrrg Wttr. Euiarirrg
ttrip)rig.
Hates.
Taper Furma0
Sr W Fr SpIPOS Greater
thank 40 MM) w, LesS
EtJ r S For Speeth 0' 3))
80 MPH Cr Less
Where,
t.MInIrOr,re (rIg:r rrf Taper (leem
S=ApprorraSpee'tt MPH)' Pcsert5pcad
Ure)) or Off-Peak 8555 %Sprert Prin, m Work
Star zing Or ArrtLdarrted Operating Speed
W a Wdth of Offset (Feet)
<e>
W20-2
Table 2
RWT.,UD-SZEU talC., .Lneth AOS Manoue3CI1a'n-'wizrs5'i cjw
Appeh Buftet L5155111 MASIOhILal CeDE' SncIeg ((3
Speed 18) lape' I1EEIU Ceefl:ch("(
IMPlIt Holes,
25 55 25 50 IC I. '. S e W br Speeds Omater
30 55 30 50 55 flush di) MIII ct Less
35 120 35 70 55 L.Wo rot SeethOfdQ
40 170 40 80 20 00 MPH 05 LESS
45 220 40 40 20 WIser-.
50 leO Sit 500 25 fi_MInimler clsgi)r ctTnper trecrl
331,. 515 1110 21 5".Approcespccd IMPIlI "Fostriri Speed
Ii-,:0 orOff-PEAS 11515% Speed Prier Dc .Vsrk
Starting Cr Aetic.Iuated Ope-rutbngSpeErJ
I Fao ,sg Op V5tg 1r,111LAIt1u(E'n( o AVOW Oct'51 Or Cesfile 5W11r: TAiS5i50
Striping. W = Wdtrt of ofrscc (Fe€11
DETOUR
AHEAD
W20-2
48" X 48" Signs
/\ WORK '
0
W201 W6-3
/ LANE 'N
<R>
'N CLOSED I NV
W20-5 W20-5LT
(Bike)
<* [EiouR1
M4-8
W4-2LT
[END 1 CLOSED
ROAD WOR1fJ
G20-2 C30
R4-8A
I—I
ILEFTJ
01
R3-1
Barricade Type Ii
Legend
Safety Zone
Work Area
large arrow (R) W1-6
Arrowboard (Single)
Cone
Notes:
-Posted 35 MPH
-Hours of Work: 7A.M.-5 P.M.
Legend
Table
iign Sei'in fry AdDariced Warning 5r Serisi, and M.rUTL.n1 Dcr kecgrh
Approach Minimum Distance in Minimum Taper Lengths (1)
Speed Per-f 8etwee Signs and (Feet) For 12 Foot Lane
(MPH) From Last Sign to Taper L 1/?L 1/31
(0)
25 150-200 125 65 45
30 200-300 180 90 60
35 250-400 2.5 125 55
40 350-500 320 160 110
45 500-750 540 270 180
50 5001000 600 300 200
55+ 500-1500 660 330 220
L for Merge Taper
1/21 for Shift Taper
1/31 for Shoulder Taper
www.invarion.com
=DETOUR
M4-8
CAD /\
WOR
EAD
K)
W20 1 I
NE I
Ill CLOSED
HEAD
W20-5 300'! I /
(Bike)
IS =jJ
i E10 I
I f 300'
W4-2LT
'
PGA BLVD & JACK NICKLAUS BLVD W2O1
EFT
1/
E///
W20-5LT/
W42LT
CLOSE
///
LA E
DJ//
a C30/i
wcJ/i//
IN 3 PGA BOULEVARD
WORK
R3-7r / 4-8 / LANE '\ / LANE \ / LAME
END 3-2 /?
CLOSE/ LOS D
C30 C30 C30 ROA D WORK)/~\& /K/AU
/A fl (wORK'N G2O
1 11
Date: 4/3/2014 Author: Tracy Johnson Project: Utility Street Crossing
Scale: NDne Drawing: 1 of 1
Comments:
TC Construction Inc.
t . 10540 Prospect Ave.
.J Santee Ca. 92071
,
(619) 448-4560
W20-1
LANE LANE
D(CLD
C30 C30
LANE
C7)
C30
ALL SIGNS SHALL BE COMPLIANT WITH CAMUTCD.
ALL PLANS MUST BE CHECKED AND APPROVED BY THE GOVERNMENTAL AGENCY, OR AGENCIES, HAVING JURIDICTION OVER Till
ROADWAYS SHOWN ON THIS PLAN PRIOR TO THE PLAN BEGINNING PUT INTO AFFECT. ALL PLANS ARE INTENDED TO
CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. THE CUSTOMER I CONTRACTOR IS RESPONSIBLE
FOR THE ASCERTANNING ADDITIONAL AGENCY REQUIREMENTS FOR WORE HOURS ALLOWED, NOISE ABAITMENT, AND
OTHER RULES AND REGULATIONS.
THE TEMPORARY TRAFFIC CONTROLS MUST BE INSTALLED PER THE AGENCIES APPROVED PLAN TOSS AFFECTIVE
FIELD CHANGES OTHER THAN MINOR ADJUSTMENTS. MUST BE AUTHORIZED IN WRITING BY A REPRESENTATIVE
OF THE GOVENRMENTALAGENCY. ORAGENCIES. HAVING JURISDICTION OVER THE ROAD WAY.
PLAN IMPLEMENTATION AND DEVICE PLACEMENT SHOULD BE PERFORMED BY EXPERIENCED I TRAINED PERSONEL.
TEMPORARY TRAFFIC CONTROLS MUST BE MONITORED AND MAINTAINED BY THE CUSTOMER I CONTRACTOR TO REMAIN
EFFECTIVE MONITORING AND MAINTENANCE FREOENCE IS DETECTED BY FIELD CONDITIONS, BUT NOT LESS THAN DAILY