3790 (5)City of La Quinta
The following General and Special Provisions are attached to and made a part of " .,'• y f'
Permit Numberr
t 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 onl shall be used in backfill operation in paved areas. If the existing
. 9Y P P g 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.
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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: f
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, �; a
permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS I'. - ,o M �~ rw �'r ` }t •''
The following shall apply when indicated:
® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7075 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
s, by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. .y
` -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 a're,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 3
Specifications, Ordinance #461.
r ❑ 14_5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope•ofi
- one-fourth inch (%") to one foot (1').
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❑ 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. y
• �;❑'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 '/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.
❑ Rld SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the _ L
manufacturer's specifications. F
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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,
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replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
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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 surrey monuments for proper clearance.
R13 ., .i
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.
s R14
LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
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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
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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-
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of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
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saturated material) which is encountered during excavation shall not be used for backfill, but. shall be supplemented or
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replaced by an approved sand or gravel.
® R16 ; - ,
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BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than '
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three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
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case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
® R17
BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
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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
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-: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.
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' ❑ 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
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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.
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'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
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'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
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two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 4 ) inches of A.0 surfacing placed on a ( 6 )
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inch ( crushed ) aggregate base shall be placed no later than ( 7 ) 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 r upon '
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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
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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
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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 ti
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necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate
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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
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equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method.
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Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, ,
dated January 1973.
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:61114
NOTE:'
''Pith proper validation.. a Q•
this form constitutes an -` o
encroachment permit CITY OF LA dUINTA
.' APPLICATION FOR' PERMIT
" PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)c�
d1 OF$�
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 an. APPROVED SUBDIVISIONS
-Subdivision'Improvement Permit— Class III
DATE:_( ,In' lAA3 ; MinoiilmprovementPermit Class IV
LOCATION OF CONSTRUCTION M11 4726 (e[akj ak Airoo�
�2 Mile @c,tsE ei �'iadi�o� SE.-'T1+e `aornee�f v lei eat en E fAnrE a4f 'terlflP�+''er �"ieYli(ee S�. �ii t �.'
(Street address or, Description of Location)
• PURPOSE OF CONSTRUCTION 'Df" WOR Mdm er i it Sketch (attach construction plans if appropriate)
Welt. o i.
DESC IPTION OF -CONSTRUCTION o w•. ��„
G q a r "
DIMENS*IION OF INSTALLATIq V OR. REMOVAL
w F `AGE
SIZE OF EXCAVATION, IF NEEDED 7. 2 ;} '� 7'x _ '
pryMAR.— ' LN
APPROXIMATE TIME WHEN WORK WILL BEGIN. 1:'e)�ruAtt/
APPROXIMATE TIME OF COMPLETION@@iC 5. - i' I RsoNLN
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4 ; "�z{j Q�ES 0
ESTIMATED CONSTRUCTION COST $ o�.�; nRn ��,3 Q,,I 22 c�
(Including removal of all obstruction, materials, and'debris, backfilling; com E oS x o, jam+ r
paction and placing permanent resurfacing-and/or'replacing improvements) --
•In consideration of the granting of this permit; the applicant hereby agrees to:
Indemnify, defend and save the'City, its'authorized agents, officers, representatives and employees, harmless -from and against any and all ~
penalties, liabilities or loss resulting -from' claims'or court action and arising out. of any accident, loss or damage .to persons or property '
happening 'or occurring as a proximate result of anywork' undertaken under the permit'granted pursuant to this. application;,
Notify the'"Administrative•Authority,at least'twenty-four,g(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 'replacement necessary as the result of -this work:
a c� all All, r ..
Coo+Ch V Yv 5 I Signature of•Applicant or Agent _
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Y Name of°Applicant (please print) Business Address ' ' Telephone No.
Name of Contractor and Job Foreman Business Address • - ` Telephone.No. y
Contractor's.; License No' "City Business License No..
" Applicant's Insurance Company Policy Number-
FEES: 'Subdivision Improvement Permit — Class'l II
r Public improvements: 3%'of estimated construction costs
' Private, improvements: 3% of estimated construction costs
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~ " Minor Improvement Permit =Class IV: See attached schedule +N 9 3790
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Inspection Fee $ PERMIT -VALIDATION
:Permit Fee
- PERMIT NO.
Y
Penalty •j
Cash Deposit Surety Bond. DATE APPROVED
if required _ `EXPIRATION DATE
.TOTAL: $ " DATE ISSUED ^
b
Receipt No. '
h By
rReceived by .Date
Administrative Authority
4 Recorded by Telephone: (760) 777-7075. Y
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