2629`• With -prop'e'r validation, . 2
..this for m,constitutes an,
t encroachment'permit CITY. OF - L'A ; OUINTA
..
APPLICATION, .FOR' PERMIT
,e
PUBLIC' WORKS; CONSTRUCTION (ENCROACHMENT) w4�
? :: 0F
For the ~constructio'rij of public"'or . private.'curbs, driveways, pavements_, sidewalks, parking lots,' sewers, water mains
and other likeVpublic works -improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
} Subdivision Improvement Permit'— Class III
;DATE''' S ?
S �:.
Minor..Gprovement Permit Class IV
LOCATION OF CONSTRUCTION 1`red Waring, Dr. / Ve%iice Dr.
Ti Be7la.yicatm
G
(Street address or Description of Location) t, „
Install' 1 '�:• lzti.: stub out •to '
PURPOSE OF CONSTRUCTION Sketch construction plans if appropriate)
Orovlde dowfir3t.it water to Tract 28457-1.
DESCRIPTION'OF'CONSTRUCTION 'C . td thOtnll .11;,;'12W1
cryinzieatisaA=in i�: side -of: Frid'Warifio/Vehi:ee,Dt • SEE."ATTACRED CONDITIONS
.'�- - ✓r t ; •�.�'•�4• fir, -w ,yam _ .. ,<
6 r DIMENSION -OF
.INSTALLATION OR REMOVAL
cCa,ration.'o�L 'the "-Ngrt%'.'16jid'6^Qf 'rECI.
I ��iAr9ttis „,1�, �V,east iii caut®r'- litia": af=te'n� ccs wnz :° 1 •r 00468' LLA "NALIL. Y WATW DISTRICT
^SIZE OF'EXCAVATION, IFjNEEDED 151 `� 2'b' 'X 'S' d�eefi •x Tb �L;IN, OPERATE &' MAINTAIN" ALL
f WATER LINES ,A3 . SUOWN' ON.
,APPROXIMATE TIME WHEN WORK WILL BEGIN ^ 7/97 "'tti' DISTRICT DRAWING 'N0: 226Si3.
APPROXIMATE TIME,7/97:OF COMPLETION
'.ESTIMATED CONSTRUCTION COST $r —'j5*Odd•
(I.ncluding`removal of.all obstruction; materials,'and'detiris; backfilling, com
;'.paction,and, placing'permanent^resurfacing'and/or replacing improvements)
+.In consideration of the granting of 'this permit, -the a pplicant'hereby agrees to:
�Iridemnify; 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
'``ha enin or,'occurrin las a '
pp g g proximate 'result of any work undertaken under the permit grarited pursuant to this application. `` •
Notify'the•Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started:
Comply!With 'all applicable•City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
,, ,
La Quinta'and to,pay for.,any additional repl;cement,necessary'as the.resuit of this work.' .•
Signature of Applicant or Agent:
Cos chella Vallev Water ' DiiRttict • P.O. mr, -1658. Cioacttttei1a. CA 92236 398--2€551 , • -
Nime•of.Applicant•(please print) Business Address- Telephone No. .
Name of Contractor and Job Foreman .' Business Address . TelepHone No.
Contractor's License No.. , •' City Business License No. A
Applicant's Insurance Company `'` ;'.;;: 'Policy Number
1
.:FEES: Subdivision Improvemenf Permit — Class III
Public improvements: 3% of estimated construction costs
44,—
Priv_ate.improvements:.3% of estimated construction:costs
Minor Improvement Permit —, Class'IV: See attached schedule-
Inspection -Fee $ PERMIT VALIDATION '
Permit Fee .. ' ' - O 2628 '
PERMIT NO.
Penalty DATE APPROVED' 7/8/97
Cash Deposit -Surety Bond
k if required EXPIRATION DATE 12/31/97"'
DATE ISSUED - j.7/8/ 9 7.
By
//Administrative Authority
Telephone: (619) 777-7075
CITY OF LA QU*TA
` CITY OF LA QMNTA
2 51997
NOTE: JUN' . u! ,
PUBLIC,WORKS - I r
With proper validation "" ""
this form constitutes an
. - encroachment permit CITY OF" LA GUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) tUZ
Y - 0
F9ti5w .
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
�? 97 ' •' ,
+ . Subdivision Improvement Permit — Class III `
DATE: Minor Improvement Permit Class IV
LO TION F CONSTRUCTION / el� IiLJ 2�/t!G
aL� 2 r� /� !l3ellc, ��" 4
(Street address or Description of Location) «
PVR POS E OF CONSTRUCTION
Sketch (attach construction plans if appropriate) ,
DESC IPTIQN OF CONST R CTIOA's
n e o tJ�.; ev?,'cP
DIMENSION OF INSTALLATION OR_REMOV L
/ 2_Q
kava pyo e S'�` '
SIZE OF EXCAVATION, IF EDF�D /
C- e %JiR�2r lJiS�T'" <
APPROXIMATE TIME W EN WORK WILL BEGIN c�t2e �6,
• �j Dr,�m Q�e✓zc-�2 �' yv,.�r'i�1-�,',.;� Irl' ., •
APPROXIMATE TIME OF-COMPLETION 7
ESTIMATED CONSTRUCTION COST $
(Including removal of all obstruction; materials, and debris, backfilling, coin- &n aa-4i,-a�I- 0&-z, /)O, ,Z?68 '
paction and placing permanent resurfacing and/or replacing'improvements) U
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 properly,
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 1241 hours in advance of'the time when work will he started. '
Comply with all applicable City Ordinances, the terns and conditions of the permit and all applicable,rules and regulations of the City of '
f
i La Quinta'and to y ° `
pay for an additional .replacement necessary as the resul of this work. 11
t
• Signature of plicant or Agent
---------------------
Name of Applicant (please print) f Business"Address
Telephone No.
'Name of Contractor and Job Foreman Business Address
Telephone No.
Contractor's License No. " ` • '
City Business License No. ;
Applicant's Insurance Company ~ Policy Number ,
FEES: Subdivision Improvement Permit = Class III
Public improvements: 3% of estimated construction costs
Private improvements:^ 3% of estimated construction costs
Minor Improvement Permit -Class IV: See attached schedule
'•Irispection Fee • . $• �� •
« PERMIT VALIDATION
Permit Fee b r�
.,Penalty PERMIT-NO:
Cash De osit-Sumt Bon/} �J
p Yd ' ,. - • , • ;DATE APPROVED T D 7 �- •
if required
EXPIRATION DATE
•. TOTAL: $ O _
Receipt No.
DATE ISSUED 7
.,- x •,`
rReceived by, . Boy
EDate �r
Administrative nistrative Authority -
Recorded by TELEPHONE: (619) 564-2246 `
Al
A T6
T R1
W
s c
FC6010PACHIELLA VALLEY WATER2ISTRICT
]
.__
TANYA CORTNER
DEVELOPMENT SERVICES TECHNICIAN
P.O. BOX 1058, COACHELLA, CALIF. 92236
TELEPHONE: (760) 398-2651
l� _
The following General and Special Provisions are attached to and made a part of Permit No. %f7
GENERAL PROVISIONS
The following shall always apply:
ENROACIIMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quints, 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.
IRALAYING CONSTRUCTION- EQUIPMENT: Cleated tracklaying'construction equipment shall not be permitted to operate on
any paCI ved surface unless fitted with smooth -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 operations 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 cost 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 La Quinta City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the
duration of the project.- The City shall be notified. 24 hours in advance of any traffic detours or delineations.
CARE OF DRAINAGE STRUCTURES: Any drainage structure including 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 OPERATIONS: If de -watering operations are required and pumps are forcing wateron 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 STREET'S: 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:
�. NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours'in advance of starting construction.
®R2 UTUXrY CLEARANCE: (Substructures) Prior to making any excavation within the City of Ia Quintarightof 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.
UTHM-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 conceroed.utility companies of the proposed work.
R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing' pavement shall be surfaced
with inches of A.C. paving placed on inches of class ' aggregate subbase course having an "R'
value of not less than and in conformance with City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
RS PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
1/4 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 Meet) 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 2 1/2 inches of A.C. paving placed on of class aggregate base.
Driveway construction shall conform to attached drawing.
R� SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at alltimes.
RIO SOIL STERHJZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application. shall commply with the -
manufacturer's specifications.
R1
R13
R14
R1
R16
R17
R18
R19
R21
N
r
COORDINATE WORK: The proposed work shall be subordinated to any operation which the State
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 of City of La of California or City of
Quinta projects.
SURVEY MONUMENTS: Is: prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when involved shall be completely tied out so the
replaced by a licensed civil engineer or surveyor at the expense of the e
_ y may readily and correctly be
these monuments shall be furnished to the City Engineer prior to the removalttof any monuments. Of n office swin hall be notified
Upon completion or replacement of all curve g the ties to
y monuments for proper project clearance.
PAVEMENT CUTTING: Pavement will be mechanicallyce of saw cut to a straight to a straighted e
of pavement cutting shall be approved through
equipment be used to excavate prior to cutting of Pavement )th City to nt material shall blat d in such a position as to bprior to excavation. id
(Under no circumstances shall excavating
facilitate est
the general flow traffic. Prior to final paving operations, )Ext
any damage to pavement straight edges shall be corrected.
L.P*HT OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet 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 irr each case. No
excavation shall remain open for a period exceeding five (5) days, No excavation shall be made unless the construction
materia! is actually on the work site.
13ACK ILL MATERIAL; Backfill shall be free of brush, roots or other organic sui,!;fance detrimentaj to 'is
oses
of producing an adequately consolidated backfill. Any material which the City of La
saturated material) which is encountered during excavation shall not be used or backfill but shall be supplemented or for replaced
enlaced
Quinta deems unsuitable (spongy or
by an approved sand or gravel.
P
BACKFILL SAND: Backfill shall be approved transit mix
three feet (31) and vibrated using vibrotamper or equivalent equ pmentt- Alternate methods may be ubstituted,but o any ase
a relative compaction of 95 percent shall be attained with the structural action of the roadway,
e applied in layers of not moENT. Backfill shall bre than 50 percent of the total depth of the trench
BACKFILL PLACE!\T
before flooding or a maximum of five-foot (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 reulting
compaction shall be not less than 90 percent 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 each the bottom of each layer and the water supply shall be continuous.
COMPACTION TESTS; If so required b the i
feet and a Y nspector, compaction tests shall be made at intervals of not more than 1000
minimum of one (1) test on each road. 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 tio
n ecn 6.3.01 of the
Standard Specifications, Division of Highways, State of California, outlined iSdated January 1973.
COMPACTION 'T'ES'TS; Ipso required b
One (1) copy of each test shall be forwardedy the inspector, compaction tests shall be made for each crossing or service line.
to 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 Ili way s,
California, dated January 1973.
Sh y State of
TEMPORARY PAVEMENT REP '
AIRS: After completion of backfill and compaction operations, a temporary TEMPORARY of 2 inches of SC -800 shall be placed on a prepared subgrade. The SC -800 temporary
maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no case shallthe
Placement of the temporary P Y paving shall be placed after a
P y pavement exceed a five (5) day limit.
two int PERMANENT
PAS REPS: After backfill and compaction have been completed, a temporary
of SC -800 shall be placed immediately. A permanent patch of
inch class base shall be placed no later than inches A.C. surfacing aPlaced ona consisting of
days after completion of temporary road repair.
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.
STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon
completion of permanent repairs.
TREE RELOCATION OR REMOVAL: Tree relocation within the City of La
accomplished by a licensed, bonded and insured tree service, QU ely ou road right interferencenta or h d to the traveling
way shall be
public. It shall be the responsibility of the permittee to maintain the t eldf
ei ovigorous growl g azar
condition at its new location.
Trees to be removed shall be in sections which can be handled safely enure width of the tree stump shall be removed and disposed of so that no debris remains in view of the hi wa
hole shall be backfilled and thoroughly compacted as specified in the followinthout g
or hazard to highway traffic The
y. The
restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate signs, flagmen and or stump
barricades shall be provided to protect the travelingg pgeph' Where is becomes necessary to
public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the
surrounding ground, whichever is the greater compaction as determined by the impact or field method.
comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January
tests shall
y 1973.
SPECIAL CONDITIONS --PERMIT NO. 2629
--- CVWD ---
In addition to the standard permit conditions, the following shall apply:
1. All work shall be performed in accordance with the latest edition of the Standard Specifications For
Public Works Construction.
2. Permittee shall be responsible for providing continuous dust and erosion control.
3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and
more frequently. if required.
4. Contractor shall comply with restricted work hours. Operation and maintenance of equipment shall
be performed only -during the following time periods:
A. Work shall be limited between the hours of 9:00 A.M. and 3:00 P.M. for all work areas within
five hundred (500) feet of a signalized intersection. Traffic control shall be set up and
construction activity shall not begin earlier than 9:00 A.M. Excavated trenches . shall be
backfilled and temporarily paved and traffic control shall be removed no later than 3:00 P.M.
B. Contractor shall make special arrangements, including payment of overtime inspection fees,
two (2) working days prior to any work that is performed outside the normal weekday hours
of 6:00 A.M. to 5:00 P.M..
5. Deleted
6. 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.
7. Advance warning signs and traffic control shall be installed and maintained in accordance with Cal
Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control
plan shall .be prepared in accordance with the WATCH Manual and submitted to the City for review
and approval one (1) week prior to starting any construction: It shall be the Permittee's responsibility
-to detour and barricade all construction sites. Traffic control set-up shall be inspected and approved
by the City Inspector each day prior to commencement of construction activity.
8. Street closures shall not be permitted. A minimum of one travel lane -on paved surface shall be .
maintained with flagmen at all times.
9. Prior to excavating, the permittee shall contact Underground Service Alert at 1-800=422-4133.
10. 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 fieldconditions, the work shall
be performed by the' Permittee as directed by and to the satisfaction of the City Engineer at no, cost
to the City of La Quinta.
Special Conditions - Permit No. 2629 Page 1 of 4
SPECIAL CONDITIONS --PERMIT NO. 2629
--- CV WD --- .
11.. 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 otherwide
specified herein.
Native material may be used as backfill material provided that minimum compaction, achieved in
the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no
water densified compaction via jetting or flooding or other means shall be allowed. It shall be the
Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection,
onsite, at all times during backfill operations. .
Backfill compaction shall be achieved.by the following conditions:'
A. When a firm foundation is not encountered due to soft; spongy or other unsuitable material,
such material shall be removed to the limits directed by the Geotechnical Inspector and/or the
City Inspector and the resulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to or maintained at an appropriate moisture content for
compaction. The appropriate moisture content range shall be established at the onset -of the
project and ensured prior to use of the materials through progress testing on the stockpiles.
C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be tested at random depths at approximate three-foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the
depth of lift that can be compacted.
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall
be taken within the lifts, to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift
thickness to be compacted for the remainder of the project.
E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift
of backfill, per, 300 linear feet of open trench, at randomly selected locations within the open
length of trench.
F.. The depth of the randomly selected compaction tests shall also be randomly selected except
that where multiple tests are required in a given length' of trench, the tests shall be no closer
than three feet (vertically) from each other.
G. If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all
test results shall be furnished to the City Inspector.
Special Conditions - Permit No. 2629 ; Page 2 of 4
SPECIAL CONDITIONS--PERNUT NO. 2629
--- CVWD ---
12. 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,; contractor 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.
13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to
its original condition.
14. Access and egress to all local properties shall be maintained at all times.
15. Permanent pavement replacement shall be completed no later than seven (7) days after the,
completion of the trench backfill work within the La Quinta city limits. Permanent pavement
mplacement shall conform to the following conditions:
A. Existing a.c. pavement shall be sawcut one (1). foot beyond trench edges. Edges shall be
straight and clean.
B. The existing-a.c. pavement surface shall be cold -milled to a depth of one (1) inch the entire
width of the traffic lane in which the sewer/water line is being installed (from lane stripe to
gutter) with a "butt" joint created along each edge of the cold milled area and a new one (1)
inch overlay applied throughout the cold -milled area. If the trenching exceeds one lane then
the cold -mill operation shall be taken to the next lane line or traffic stripe.
C. Trenches that are. transverse, fifteen (15) feet on each side of the excavation shall be cold
.milled to a depth of one (1) inch, with a "butt" joint created along each.edge of the cold milled
area, and a new one (1) inch overlay applied throughout the cold milled area.
D. Permanent pavement replacement structural section, within all trenches, shall be 5'/Z" of a.c.
over 6" 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.
E. The finished pavement surface at each edge of this overlay area shall be smooth, consistent,
and shall conform to the surrounding grades. Existing striping affected by this resurfacing
shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City
Engineer.
F. Asphalt concrete mix design shall be approved by the City prior to its placement.
Special Conditions - Permit No. 2629 Page 3 of 4
SPECIAL CONDITIONS= -PERMIT NO. 2629
--- CVWD ---
16. Permittee shall notify the City of La Quinta Public Works Department a minimum of 48 hours prior
to commencement of any construction at'(760) 777-7075.
17. Permittee shall stabilize any soil that was disturbed (shoulder areas, etc.) as a result of work
performed under this permit with an approved dust control. treatment.
18. The City has designated by ordinance 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.
19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
20. The Permittee shall obtain insurance coverages in accordance with.the indemnification and insurance
'requirements specified in Engineering Bulletin 97-04 and provide an insurance certificate naming.
the Cit of LQuinta a
City a Q s an additional insured.
Special Conditions --Permit No. 2629