11066I
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.'
Subdivision Improvement Permit -. Class III
Minor Improvement Permit - Class IV
DATE: 8/17/2011
LOCATION OF CONSTRUCTION: The Crab Pot Restaurant; Desert Club Tract Unit #4; 78-121 Avenida La Fonda
PURPOSE OF CONSTRUCTION: Precise Grading Plan; Remove and Replace Asphalt in Alley
DESCRIPTION OF CONSTRUCTION: Plan Set.No. 10033
DIMENSION OF INSTALLATION OR REMOVAL: See Plan Set No. 10033
APPROXIMATE TIME WHEN WORK WILL BEGIN: 8/15/2011 TIME OF COMPLETION: 8/18/2011
ESTIMATED CONSTRUCTION COST:. $4,550 (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 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 1:3Q P.M. at
least twenty-four (24) hours prior to the anticipated inspection.
Complywith all applicable City Ordinances,ttlie terms and conditions of the permit and all applicable rules and regulations of the City
of La Quinta and to pay for any additional replacement necessary as the result of this work.
C
Sig ature of Applicant or Agent
The Crab Pot Restaurant - Scott McLellan 78-121 Avenida La Fonda, La Quinta, CA 92253
Name of Applicant Business Address
AMS Paving 19-345 N. Indian Avenue, Palm Springs, CA 92262
Name of Contractor and Job Foreman Business Address
415436
Contractor's License Number
Wesco Insurance Co.
Applicant's Insurance Company
FEES Subdivision Improvement Permit - Class
Minor Improvement Permit - Class I
Finance Revenue Code
Inspection Fee
E_1
0.00
Permit Fee
E_1
$100.00
As -Built Deposit
E-A
$1,000.00
Cash Deposit -Surety Bond,
E_B
$0.00
if -required
TOTAL
$1,100.60'
(949) 291-0913
Telephone No
(760) 564-7333
Telephone No.
108934
City Business License No
WPP102878300 '
Policy Number
Public Improvements: 3% of estimated construction costs
Private Improvements: 3% of estimated construction costs
PERMIT NUMBER: 11066
DATE ISSUED: i Z ZD�I
EXPI I N TE: Z
BY: _ /J /
WORK INSPECTED BY'
PERMIT COMPLETION
If the work is covered by a Sub
shall request final acceptance of
the
CITY OF LA,QUINT_ I '
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City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 11066
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 withsmoother-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 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 operationsconducted 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('/<") 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 pDRIVEWAYS: 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.
❑ 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.
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 ovemight,.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
6.301 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.
'PERMIT. NO. 11066. .
Crab Pot Restaurant /Precise Grading; Remove and Replace Asphalt in Alley,/
78121 Avenida La Fonda f
In addition to the standard permit conditions, the following shall apply:
1. Pursuant to Section` 14.16.320 of the La Quinti Municipal Code,(Ordinance 10 § 1 (part), 1982), all '
work shall be performed in accordance with the latest edition of the Standard Specifications For Public '
Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer..
2.' This permit or .copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed. ,
3. 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 7-1.0.4.1.
4. The Crab Pot Restaurant (Scott McLellan) and/or' AMS "Paving 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. 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.
r �
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 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 P.M.
Saturday 8:00 a.m. to'5:00 p.m.
May 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 (includingsetting 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.
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 Technician at (760) 250=0571 if signal operation at the intersection is to be
altered in any way.
Special Conditions ` Page 1 of 8. `
�•
.
PERMIT NO. 11066
Crab,Pot Restaurant./Precise Grading; Remove and Replace Asphalt in Alley /
78121 Avenida La Fonda
9. 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.
10. 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.
11.. 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.
12. 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
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. The Crab Pot Restaurant (Scott McLellan) and/or AMS Paving, 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.
15. 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 Collectors 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
Special Conditions Page 2 of 8
PERMIT NO. 11066
Crab Pot Restaurant /Precise Grading; Remove and Replace Asphalt in Alley /
78121 Avenida La Fonda
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'l0 § 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. -
1.6. 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.
17. 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.
18. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas
on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public Works
front counter phone at 777-7075 or the Assistant Engineer at 777-7047 to determine the city inspector's.
phone number.
If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on
the criteria set forth in the Project Soils Report, Public Works Greenbook, or California Building Code, the
Public Works inspector may halt ,grading operations until the inadequate soil has either been removed or
the Public Works Director authorizes grading to continue.
The above testing or observations does not relieve the permittee's responsibility for future repairs due to
settlement at and near the locations of the work area.
Prior to the city issuing a building permit; the permittee's Geotechnical Engineer of Record shall submit a,
certified letter indicating that the grading has been completed per the approved plan. A compaction report
on all fill is required following pad certification and prior to building permit issuance.. .
19. The permittee shall be responsible. for calling the city inspector to arrange the city inspector to observe
random trench compaction testing performed by a city approved material testing firm: 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 at 777-7047 to determine the city inspector's phone number. The inspector shall
determine the number and location of the test locations. 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.
.20. 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:
special Conditions Page 3 of 8 '
" PERNUT NO. 11066
Crab Pot Restaurant /Precise Grading; Remove arid' Replace Asphalt in Alley / 78121
Avenida La Fonda
21•. 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
22. 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 -fu ' 11 force and effect at all. times by Applicant or Contractor during the prosecution of the
permitted wok. and updated Certificate of Liability Insurance shall be submitted to the City: Each policy
shall name the City as an additional insured.
23. 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.
24. The permittee shall not encroach upon private property without prior written approval (submit to the Public
Works Department, attention to the Assistant Engineer) of the private land owner whom is being
encroached upon.
25. 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.
U 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
26. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris; the permittee shall
inform the City (Inspection staff or 777-7089) of the name and location of the certified dump site.
27. Prior to excavating in native soils, the owner of the project shall have employed by proposal contractan
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.
28. 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 Conditions r Page 4 of 8
PERMIT NO. 11066
Crab Pot Restaurant /Precise Grading; Remove and Replace Asphalt in Alley / 78121
Avenida. La Fonda.,
29. 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.
30. Pursuant to'Section 14.16.3 70 of the La, Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within street rights-of-way shall conform with Section 306-1.3 of the latest edition
of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified
'herein.
Native material maybe used as backfill material provided that minimum compaction, achieved in the
manner prescribed herein,. is achieved. Backfill shall be performed by mechanical means; no water
densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's
responsibility -to provide. appropriate geotechnical supervision, testing, and inspection, onsite, at all
times during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such
material shall be removed to the limits directed by the Geotechnical Inspector and/or the City
Inspector and theresulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to or maintained at appropriate moisture content for
compaction. The appropriate moisture content, range shall be established at the onset of the
project and ensured prior to use of the materials through. -progress testing on the stockpiles.
C._' The first length,of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be.tested at random .depths at approximate three-foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth
of lift that can be compacted:
D. If lifts greater than'one foot are attempted in this trial length of trench, compaction tests shall be
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench; the City Inspector shall establish the maximum lift.thickness
to be compacted for the remainder of the project:
E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill, per 300 linear feet of open trench, atrandomly selected locations within the open length
of trench.
Special Conditions Page 5 of 8
PERMIT NO. 11066
Crab. Pot Restaurant /Precise Grading; Remove and Replace Asphalt in Alley /
78121 Avenida La Fonda
F. The depth of the randomly selected compaction, tests shall also be randomly selected except that
where multiple tests are required in a given length of.trench, the tests shall be no closer than three
feet (vertically) from each other.
G. If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test. (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
H. All costs incurred due to the conditions. above shall be borne by the Permittee. Copies of all test
results shall be furnished to the City Inspector.
31. 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.
32. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
33. Access and egress to all local properties shall.be maintained at all times.
34. 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, 5th Edition" or latest, in the installation of all
appurtenances abutting and within the public street right-of-way.
35. ',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) daysafter the completion
of the work. Permanent pavement replacement shall conform to the following conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
'B. Permanent. pavement replacement structural section, within all trenches, shall be 1" thicker than
existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed
miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the'Standard
Specifications for Public. Works Construction. .The replaced pavement and base material shall be
compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench.
Verify exact structural replacement section thicknesses with the City prior to installation.
Special Conditions Page 6 of 8
PERMIT NO. 11066
Crab Pot Restaurant /Precise Grading; Remove and Replace Asphalt in Alley
78121 Avenida La Fonda
C. Permanent pavement replacement shall be installed using a City approved V max medium
asphalt concrete as the base course lift and a City approved .1/2" max medium finish course lift for,
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench 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.
36. 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.
37. 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.
38. ' The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
39. 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.
40. 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 7 of 8
PERMIT NO. 11066
Crab Pot Restaurant /Precise Grading; Remove and Replace Asphalt in'Alley/
78121 Avenida La Fonda .
41. 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
L. 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.
D. Directing Traffic
1. Only three (3) signals are required.
F. Flagger warning signs must be removed or covered when flagging is fini§hed, when work is
not going to start immediately, or when work is completed.
Special Conditions Page 8 of 8
`i� O �oCa QuirtER r CHECK NO. 93784
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HEG ENTERPRISES INC 6343, 10/25/2011
DATE INVOICE ACCOUNT DESCRIPTION AMOUNT
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DATE • INVOICE
ACCOUNT DESCRIPTION.
AMOUNT
10/12/11 PERMIT#11066
101-0000-228-10_:00
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�iGGIN�IJ
ENCROACHMENT PERMIT
F I1PUBLIC WORKS CONSTRUCTION
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public
y -- works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS.
Subdivision Improvement Permit -. Class III
„ILIE COPY
Minor Improvement Permit - Class IV
DATE: 8/17/2011
LOCATION OF CONSTRUCTION:. The Crab Pot Restaurant; Desert Club Tract Unit f/4; 78-121 Avenida La Fonda
PURPOSE OF CONSTRUCTION: Precise Grading Plan; Remove and Replace Asphalt In Alley.
DESCRIPTION.OF CONSTRUCTION: Plan Set -No. 10033
DIMENSION OF INSTALLATION OR REMOVAL: See Plan Set No. 10033
APPROXIMATE TIME WHEN WORK WILL BEGIN; 8/15/2011 TIME OF COMPLETION: 8/18/2011
ESTIMATED CONSTRUCTION COST:. $4,550: (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing
permanentresurfacing 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 occuring as a proximate result of any work underfaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least:twenty=four (24) hours imadvance of,the time when work will be started at (760) 777-
7097. To submit an inspection request,:leavea'.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 Ci y'Ordinances, the terms and conditions.of the permit and all applicable rules and regulations of the City
of La Quinta and do"pay for any additional replacement necessary as:the result of this work.
Slg ature of Applicant or Agent
The Crab Pot Restaurant = Scott McLellan 78-121 Avenida La Fonda, La Qulnta, CA 92253 (949) 291-0913
Name of Applicant Business Address Telephone No
AMS Paving 19-345 N. Indian Avenue, Palm Springs, CA 92262 (760) 564-7333
Name of Contractor and Job Foreman Business Address Telephone No.
415436 108934
Contractors License Number . City Business License No
Wesco Insurance Co. WPP102878300
Applicant's Insurance Company Policy Number
FEES • Subdivision Improvement Permit -Class I Public Improvements: 3% of estimated construction costs
Minor Improvement Permit - Class I Private Improvements: 3% of estimated construction costs
Finance Revenue Code
Inspection Fee E_1
0.00.
Permit Fee EE=1 .
$100.00
As -Built Deposit E-A
$1,000.00
Cash Deposit -Surety Bond, EE=B
$0.00
if required
' TOTAL
$1,100A0.,
;d=INN11■►1e1ViI:]=IZ40 & 111-1
DATE ISSUED: w//
EXPI E
BY:
WORK INSPECTED BY" A
PERMIT COMPLETION
If the work is covered by a Su i si impr '►v`k
shall request final acceptance of mp vements m the
CITY OF LA
FINANrri=
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hir rr ..
PUBLIC WORKS DEPARTMENT
APPLICATIW FOR PERMIT
Date,
I
[Tact No: Project Name_: The Crab Pot Restaurant
Jicinity:78-121 Avenida La Fonda ,La Quinta
'urpose of Construction (i.e.: Rough Grading, Offsite Street, etc.) Remove and replace
,shalt in alley '
Description of Construction (i.e.: See Plan Set No. 01234) See plan set #®9_81—
Dimension of Installation or Removal: Remove 64'x12" of asphalt. Install 64'x3' of asphalt .
inches deep over 4.5 inches of class II base material.
Approximate Construction Start Date: 08/15-18/11
Approximate Construction Completion Date: 08/15-18/11
Estimated Construction Cost: $ 4550.00
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: Scott McLellan Phone Number: (949) 291-0913
Name of Applicant/Owner: The Crab Pot Restaurant
Applicant Address:. 78-121 Avenida La Fonda La Quinta,CA
Applicant Telephone Number: (760) 564-7333
Applicant E-mail Address:
Name of Contractor: AMS Paving
Contractor Address: 19=345 N. Indian Ave Palm springs,CA
Contractor Telephone Number: (760) 327-0800
Contractor State License Number: 415436 f,
Contractor City Business License Number: /Q
Contractor E-mail Address:
►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED
Applicant or Contractor General Liability'Insurance Company:
Liberty Mutual
Applicant or Contractor General Liability Insurance Policy Number:
YV2Z61065323040
Office Use Only:
Inspection Fee:
Permit Fee:
O
-As-Built
�Go
Deposit:
l
Dust Control
Deposit:
0
Credit
Amount:
TOTAL FEE DUE: 11100
Drive/CheCKIIStS
— orms & Applicationi
Office Use Only: '
Assigned Permit Number:
w66
Approval Date:
Expiration
Date:
Issue
Date:
Administrative Authority:
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PROPOSAL & CONTRACT
Date: • ,0810812011 - Estimator: Gary Gould
Contract No: GG11-364 !
Crab Pot Job Name: Crab Pot
78-121 Avenida La Fonda 1 Address: 78-121 Avenida La Fonda
La Quinta, CA 92253 City: La Quinta, CA
Attn: Scott Mclellan
Phone: (949) 291-0913 Fax: (760) 564-7338 E-mail: vofmars70@co,x.net
We hereby propose to furnish all material and labor for the following: ALLEY REPAIR & NEW PARKING AREA
1. Remove 64 feet x 3 feeet of dirt to a 7.5 -inch depth and 12 inches x 64 feet of asphalt to a depth of 7.5 inches.
i,
2 Fine grade approximately 256 square feet of native soil, compact and prep for paving. Existing grades to
be +/-.10 foot.: .
3. Install 4.5 inches'of Class II base'material to approximately 256 squar'e feet. Machine roll for maximum compaction.
4. Pave approximately 256 square feet with 3 inches average, new hot mix asphalt" Machine roll for maximum
compaction.
5. Restripe and repaint parking stalls and pavement markings as existing, excluding red curb.
WE "HEREBY PROPOSE, to furnish all material and labor in accordance'with the above specifications for the completion
of all contracted work for the sum of:
$4,550.00
TOTAL DUE UPON COMPLETION, OR AS ITEMIZED ABOVE
Initialed:
This proposal may be withdrawn by AMS Paving, Inc. if work not completed within: 30 days.
NOTE - ALL TERMS, PROVISIONS, AND CONDITIONS AS SET FORTH ON THE REVERSE SIDE OF THIS'
SHEET IN ADDITION TO THE FOLLOWING PAGES WILL BECOME INCORPORATED INTO AND AN INTEGRAL
PART OF THIS CONTRACT. ' }
ACCEPTANCE -OF PROPOSAL
The above prices, specifications, and cohditions.are hereby accepted. You u are authorized to do the work as specified,
and payment will be as outlined above.
Customer Date Authorized Si_ Date l/ /
Corporate Office: 11060 Rose Avenue - Fontana, CA 92337-7051
909/357-0711 • Fax: 909/351-0715
Palm Springs: 19-345 N. Indian Avenue, P.O. Box 2633,, Palm Springs, CA 92263-2633
(760) 327-0800 • Fax (760) 327-0600
w.wwamspaving.com • sales@amspaving.com • Lic.: # 415436
We Now Accept %'
AMS PAVING, INC.
TERMS AND CONDITIONS
ALL TERMS AND CONDITIONS STATED HERE ARE BINDING AND AN INTEGRAL PART OF THIS CONTRACT.
PAYMENT: It is understood that the payment schedule will be as follows: The total contract amount is to be paid on or before
SUBSTANTIAL COMPLETION. NO RETENTIONS WILL BE HELD. If other payment terms are stated in the body of this contract, then
this paragraph shall not apply.
1. Buyer agrees to pay all court costs and reasonable attorney's fees in the event this contract is turned over to an attorney for
enforcement or collection, and AMS PAVING, INC. is the prevailing party.
2. Any invoice not paid upon completion will be subject to interest of 1 % per month or the highest rate allowed by law. An invoice is
considered paid when AMS PAVING, INC. has payment in their possession.
3. AMS PAVING, INC. warrants that the material to be used will be as specified or equal, and that all work shall be done and
performed in a workmanlike manner.
4. AMS PAVING, INC. must find the job site ready for commencement of our work as we have scheduled it with the buyer. This
includes, but is not limited to:
A. All vehicles, trash, dumpsters, other contractor's debris, etc., must be removed prior to our arrival.
B. All water for irrigation purposes must be turned off (24) hours prior to commencement of work, and must remain off for (48)
hours after completion of work to allow for proper curing of materials. Pavement must be dry upon our arrival.
C. All areas where work was performed must remain closed to foot and vehicular traffic for a minimum of (24) hours after
completion of work. When adverse weather conditions exist, work areas are to be kept closed for whatever length of time
deemed necessary by AMS PAVING, INC. and so communicated to buyer.
D. The condition of the job site must be the same as when the job was bid. Any additional clean up or changes that alter our costs
may be billed to you as a valid additional charge. Any increase in square footage or work will be billed at the unit cost
established in the contract.
E. On removal and replacement of existing asphalt, if the thickness is more than what is stated in our original contract, then the
customer will be billed accordingly for the additional thickness.
F. If any unforeseen base or subgrade problems occur, customer will be billed accordingly for additional labor, material, equipment,
etc. required to remedy subgrade problems.
G. Any standing time or delays will be billed as an additional charge that will reflect our actual costs.
H. All tenants, homeowners or otherwise interested parties must be notified by owner, at least (72) hours prior to start of work.
I. If it is necessary to reschedule this job, then buyer must notify us in writing at least (48) hours in advance. If notice is not given
in time, then a "move -in" charge of $1,500.00 per crew will be charged for all preparations made.
J. If for any reason beyond the control of AMS PAVING, INC., an additional move should result, it will be at the rate of $1,500.00
per move, per crew, unless a different amount is specified in the contract.
5. AMS PAVING, INC. shall not be responsible for the following:
A. The guarantee of any crack filling as it tends to settle and recrack even though it is applied to the best of our ability. After the
cracks have been filled, they will still show through any type of pavement coating.
B. The guarantee of seal materials not adhering to oil saturated spots or other substances that cause the seal not to bind properly
to the asphalt. The normal cleaning procedures prior to sealing do not include the removal of impregnated oils.
C. The guarantee of seal materials not adhering to surfaces that cannot be cleaned satisfactorily by regular means.
D. Any damage resulting to the seal or asphalt if barricades are removed or taken down prior to the time stipulated.
E. Any damage to cars, concrete, shoes, clothes, carpets, etc. as a result of getting on the asphalt prematurely.
F. Any damage that is not the direct result of negligence or willful misconduct of AMS PAVING, INC.
G. Any reflective cracking or water drainage problems of any new asphalt patching or, overlays due to pre-existing pavement
conditions such as poor or unstable base conditions, improper grades, underlying water problems, etc.
H. Any pavement sinking or settling resulting from failure or settling of subgrade from water erosion, improper compaction, etc.
I. Any damages to underground utilities.
J. Any permits, licenses, fees, etc. unless outlined in body of contract.
6. All expenses incurred by AMS PAVING, INC. in repairing any damage .caused by others, shall be added to the original contract
price and invoiced as an additional cost.
AMS PAVING, INC. shall not be responsible for "power steering" or scuff marks on the asphalt or seal. This is a normal
occurrence (especially in hot weather) and usually blends back in and mend themselves in a few days.
8. The Owner or agent shall hold harmless AMS PAVING, INC. from any and all claims whatsoever involving the property upon
which work is to be performed, including property damage, bodily injury or death, or any other occurrence other than resulting
from the sole negligence or willful misconduct of AMS PAVING, INC.
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 11066
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 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 '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.
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.
❑ R118
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 (27) 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.
PERMIT NO. 11066
Crab Pot Restaurant /Precise Grading; Remove and Replace Asphalt in Alley /
78121 Avenida La Fonda
In addition to the standard permit conditions, the following shall apply:
1. Pursuant to Section 14.16.320 of the La.Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For Public
.Works Construction (SSPWC) and'as directed by and to the satisfaction of the City Engineer.
2.' 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 ekcavation 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 7-1'0.4.1.
4. , The Crab Pot Restaurant (Scott McLellan) and/or AMS Paving 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,
ore frequently, if required.
J
6. 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.
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 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.
r
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (ie any 41ane street) neither before 8:30 a.m: nor after 4:30 p.m.
r
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 Technician at (760).250-0571 if signal operation at the intersection is to be
altered in any way.
Special Conditions Pagel of 8
PERMIT NO. 11066
Crab Pot Restaurant /Precise Grading; Remove and Replace Asphalt in Alley /
78121 Avenida La Fonda
9. 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 canbe
determined to be placed according to the city approved plans.
10. 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 comers, and they shall
state the horizontal location relative to building corner and the elevation -of the top of hub. next to the
lath.
41. Pursuant. to Section 14.16.1.10 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. .
12. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to
start of construction, a Tetter 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
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. The Crab Pot Restaurant (Scott McLellan) and/or AMS Paving, 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 importand 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.
15. 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 Collectors 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
Special Conditions Page 2 of 8
PERMIT NO. 11066
Crab Pot Restaurant /Precise Grading; Remove and Replace Asphalt in Alley /
78121 Avenida La Fonda
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..
16. 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. '
17. 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.
.18., The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas
.on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public Works
front counter phone at 777-7075 or the Assistant Engineer at 777-7047 to determine the city inspector's
phone number.
If the imported fill or overexcavated locations; indicate to the inspector that inadequate soils exist based on
the.criteria set forth in the Project. Soils Report, Public Works Greenbook, or California Building Code, the
Public Works inspector may halt grading operations until the inadequate soil has either been removed or
•the Public Works Director authorizes grading to continue.
The above testing or observations does not relieve the permittee's responsibility for future repairs due to
settlement at and near the locations of the work area.
Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a
certified letter indicating that the grading has been completed per the approved plan. A compaction report
on all fill is required following pad certification and prior to building permit issuance.
19. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe
random trench, compaction* testing performed by a city approved material testing firm. 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 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.
20. 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:.
Special Conditions Page 3 of 8
PERMIT NO. 11066
:Crab Pot Restaurant /Precise Grading; Remove and.Replace Asphalt in Alley /78121
Avenida La Fonda
21. 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
22. .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. .
23. 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.
24. The permittee shall not encroach upon private property without prior written approval (submit to the Public
Works Department, -attention to the Assistant Engineer) of the private land owner whom is being
encroached upon.
25. 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 H Base with a minimum depth of 2"
b. A` T2 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
26. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the. permittee shall
inform the City (Inspection staff or 777-7089) of the name and location of the certified dump site.
27. 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.
28. 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 Conditions Page 4 of 8 .
PERMIT NO. 11066
Crab. Pot Restaurant /Precise Grading; Remove and Replace Asphalt in. Alley / 78121
Avenida La Fonda
29. 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.
P
30. Pursuant to Section 14.16.3.70 of the La Quinta Municipal Code (Ordinance 10 § 1(part); 1982),
backfill compactionwithin street rights -of --way shall conform with Section 306-1.3 of the latest edition
of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified
herein.
Native material may be used as backfill' material provided that minimum compaction, achieved iri the
manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water
densified compactionvia jetting or flooding or other means shall be allowed. It shall be the-Permittee's
responsibility to provide appropriate geotechnical supervision, testing, and inspection,.onsite, at all
times during backfill operations.
Backfill compaction shall be achieved,by the following conditions:
A. When a firm foundation is not encountered due to'so,ft, spongy or other unsuitable material, such.
material shall be removed to thelimits directed by the Geotechnical Inspector and/or the City
Inspector and the resulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to or maintained at appropriate moisture content for
compaction. The appropriate moisture content range shall be established at the onset of the
project and ensuredprior to use of the materials through progress testing on the stockpiles.
C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be tested at random depths at approximate three-foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth
of lift that can be compacted.
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be,
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project. .
E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
"backfill, per 300 linear feet of open trench, at'randomly selected locations within the'open length
of trench.
Special, Conditions Page 5 of 8
PERMIT NO. 11066
Crab Pot Restaurant /Precise Grading; Remove and Replace Asphalt in Alley /
78121 Avenida La Fonda.
F. The depth of the randomly selected compaction .tests shall also be randomly selected except that
where multiple tests are required in a given length of trench, the tests shall'be no closer than three
feet (vertically) from each other. .
G. If any, compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City.
Inspector), shall be tested' -for compliance with compaction requirements.
H. 'All costs incurred due to.the conditions above shall be borne by the Permittee. Copies of all test
results shall be furnished to the City Inspector.
31. 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 oftrerich
is completely covered by steel plating.
32. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
33.. Access and egress to all local properties shall be maintained at all times.
34. 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.
35: Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § '1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7)" days after the completion
of the work. Permanent pavement replacement shall conform to the following conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
B. '. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than
existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed
miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard
Specifications for Public Works Construction. The replaced pavement and base material shall be
compacted to 95% relative compaction and respectively tested, for each 300 linear feet.of trench.
Verify exact structural replacement section thicknesses with the City prior to installation.
Special Conditions . Page 6 of 8
PERMIT NO. 11066
-Crab, Pot Restaurant /Precise Grading; Remove and Replace Asphalt in Alley /
78121 Avenida La Fonda
C. Permanent pavement replacement shall be installed using a City approved 3/" max medium
asphalt concrete as the base course lift and a City approved %" max medium finish course lift for.
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR74000
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. Ifgrinding 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.
36. 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.
37. 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.
38. The City of La Quinta reserves the right to revoke, suspend or void this permit at anytime
39. 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.
40. 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 7 of 8
PERNUT NO. 11066
Crab Pot Restaurant /Precise Grading; Remove and Replace Asphalt in Alley /
78121 Avenida La Fonda
41. . 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.
D. Directing Traffic ;
1. Only three (3)- signals are required.
STOP. SLOW PROCEED
l
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 8 of 8 ,
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WEIGHMASTER CERTIFICATE '
PICK UP OR DELIVERED'
THIS ISM CERTIFY that the following described commodity was weighed, measured, or counted by a weighmaster, whose
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Ii Yi' LIMITED WARRANTY AND WARRANTY DISCLAIMER:Agriculture.
Seller warrants for a period of one (1) year from date of delivery only that
the material sold hereunder substantially complies with Seller's specifications for said material or the specifications set forth In
Sellers: quotation..SELLER HEREBY EXCLUDES ALL WARRANTIES OF MERCHANTABILITY AND FITNESS FOR ANY PURPOSE,
AND ALL OTHER WARRANTIES, EXPRESS OR'IMPLIED, OF THE MATERIAL SOLD HEREUNDER, OTHER THAN THE EXPRESS.''
WARRANTY STATED ABOVE. In addition, except to the extent otherwise set forth in the specifications described above, Seller
. '• ;''
'.•;:.;.' ;',' ..
makes no warranty whatsoever with respect to specific gravity, absorption, whether the material is innocuous, non -deleterious,
'
. —or non-reactive, or whether the material is in•conformanQ6 with any plans, other specifications, regulations, ordinances, statutes,
or other standards applicable to customer's job or to said material as used by customer. SELLER SHALL IN NO EVENT BE
RESPONSIBLE'FOR ANY INCIDENTAL
::' • , OR CONSEOUENTIAL DAMAGE CAUSED BY NON-COMPLIANCE OF THE•MATERIAL WITH
SPECIFICATIONS, OR FOR ANY DEFECTS IN THE MATERIAL SOLD HEREUNDER.
' ' + ALL SALES AND DELIVERIES MADE SUBJECT TO SELLER'S GENERAL TERMS AND CONDITIONS.
t!
• AS EVIDENCED BY SIGNATURE, OR DEPARTURE FROM SELLER'S FACILITY, CARRIER. ACKNOWLEDGES THAT CARRIER IS
7 TAX
:.. SOLELY RESPONSIBLE FOR THE ACCURACY OF THIS VEHICLE'S TARE WEIGHT, A:dLE WEIGHTS AND GROSS WEIGHT.
• ' 'CARRIER
• '
ja . SHALL BE RESPONSIBLE FOR NOTIFYING SELLER WHEN ANY TRUCK OR TRAILER HAS BEEN OVERLOADED SO AS
TO RENDER IT OUT OF COMPLIANCE WITH ANY APPLICABLE WEIGHT LIMITS. TO THE MAXIMUM EXTENT ALLOWED BY LAW,
'-','::;' • •''.
'. CARRIER SHALL INDEMNIFY SELLER FOR ANY LOSS CAUSED BY OVERLOADING.
;: '..:•; . ,'
+ "TRUCK TARE AND GROSS WEIGHTS ARE DETERMINED WITH THE DRIVER ON THE VEHICLE. f
?•
a._�,•... •CUSTOMER +CUSTOME
RP,O. TJ
OB NUMBER
UNLOAD
DEUVERY LOCATION
`!"ILA 04INTA4 AVENIDA LA
r
HMO ItdA;[t3
TRUCK NO.
+ TRUCK I.D. NO.
TRAILER I.D. NO.
TRAILER I.D. NO.
TRK TYPE.
8131@7244
8C27244
U,
PRODUCT
WEIGHMASTER DEPUTY
AIL 3/4%R ALS A%
ESM -A VASQUEZ
GROSS LBS '
TARE LBS
NET LBS
LOADS
ZONE/MILES
. iD4:il�
TODAY
410E .MA
23;820!'
16, $40
h.27
8.27
!GROSS kg
TARE kg
NET kg
NET Mg
Mg TODAY
PICK UP OR DELIVERED'
' CASH SALE ONLY
MATERIAL
HAUL
7 TAX
PER TON•;
AMOUNT
I r
•
�•
•_ J
ARRIVE JOB START
UNLOADFINISH
UNLOAD
JOB TIME
DELAY TIME
1
1 '
•• COMMENTS, STANDING / HAUL TIME APPROVAL'1
:.r
`I • DRIVER COPY
-
Y _
i1
HEALTH HAZARD WARNING:THIS PRODUCT '
CONTAINS CRYSTALLINE SILICA
WARNING:
@AVOID
BREATHING EXCESSIVE DUST
• Breathing silica -containing dust for prolonged periods in the workplace can
cause lung damage and a lung disease called silicosis.
Several scientific organizations have classified crystalline silica as causing lung
cancer in humans.
q J'� • Crystalline silica is known to the State of California to cause cancer.'
• Silicosis or lung cancer can result in permanent injury or death.
• Read the Material Safety Data Sheet (MSDS) before handling this product
to determine the appropriate ventilation or respiratory protection necessary to
safeguard your health. The risk of silicosis or lung cancer depends upon the
duration and levels of silica exposure.
MSDS can be obtained at www.vulcanmaterials.com or by calling
1-800-451-8346.
(� ADVERTENCIA DE PELIGRO A LA SALUD: ESTE
�g PRODUCTO CONTIENE SILICE CRISTALINA
PRECAUc16N:
3 EVITE RESPIRAR POLVO EXCESIVO
• Respirar polvo que contenga silice por periodos prolongados en el trabajo
puede causar da6o a los pulmones y una enfermedad pulmonar Ilamada
silicosis. 7,
• Varias organizaciones cientificas han clasificado la silice cristalina como un
causante de cancer pulmonar en los seres hurnanos.
• EI Estado de California reconoce que la silice cristalina causa cancer.
• La silicosis o el cancer pulmonar puede resultar en dano permanente o la
muerte.
• Lease la Hoja de Informaci6n de Seguridad de Materiales (MSDS) antes de
tener contacto con este producto para determinar la ventilaci6n apropiada o
la protecci6n respiratoria necesaria para proteger su salud. EI riesgo de la
'• : t silicosis o del cancer pulmonar depende de la duraci6n y de los niveles de
exposici6n a la silice.
S.
La MSDS puede obtenerse en www.vulcanmaterials.com o Ilamando al
1-800-451-8346.
VMC -1850-01-C (03/2005)