3790 (4)City of La Quints
The following General and Special Provisions are attached to and made a part of
Permit Number
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. r
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. s' `
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
it The following shall apply when indicated:
t +
' ® 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
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.
®, R_3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are, clear of the » ,
f proposed work site. The permittee shall notify all concerned utility companies of the proposed work. x fi
r-
.
❑,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 4 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by,. Y 4
a licensed engineer. f
❑ 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 Quints Standard #207.
- ❑ VR8 • ' 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 '/z') of A.C. paving on (** N/A **) of class (`* N/A ** )
;.. aggregate base. r
+ ® R9 , * SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured, and maintained'at•all
c 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.
® R13
City of La Quinta
COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or; City of s
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. -
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.
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. I I ;
® R14
LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill a
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 f
trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the.
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to -
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water '
supply shall be continuos. i
❑ R18
COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than.one-
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City '
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section _
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
❑ R19
COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.'
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. , Y,
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. '
i
' ® R21
PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 4 ) inches of A.0 surfacing placed on a ( 6) `
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 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.
NOTE:
With proper validation
this form 'constitutes an
encroachment permit
CITY OF LAQUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT):.'.
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
DATE` Crfu%,La`.rV g� Z4�3�' Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Well 9729 LecaEed al- Shia 44emes -re lol u ` Dev@loflmok at
Vie- wee't- s 4e e0 Monfae SPeO lt6ween Avenue go nn A Avenue 61
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Df illt`d1a . Sketch (attach construction plans if appropriate)' ,
1fJnaelt VIP 1l . _ I:�t� I
DESCRIPTION OF CONSTRUCTION.
Fn EMeyargli land a[M&S shee waenet'Tr►leav Deyelownere},
DI ENSION OF INSTALLATH OR REMOVAL T t o
1Q0 L F es rip Ih!m. ,
SIZE OF EXCAVATION, IF NEEDED _ 30" Wide-k 16 D a APPROXIMATE
-
APPROXIMATE TIME WHEN WORK WILL BEGIN 35
61Sf
' APPROXIMATE TIME OF COMPLETION ?`�- a �—
ESTIMATED CONSTRUCTION COST $ 13iIlQ0`8 "' w`W
I= Z
(Including removal of, all obstruction, materials; and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements) ; ai PII
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend- and save the City, its authorized agents, officers, representatives and employees,' harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident; loss or damage to persons or property
happening or occurring as a proximate, result of any. work undertaken under the permit granted pursuant to ,this application.
Notify the Administrative Authority 'at least twenty-four (24) hours in advance of the time when work will be started.
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.
} til"Ya� ,�l�I III • y
Coachella Vejlle Woad DisR c�
Y Signature of, Applicant or Agent
Nmo-r` M. was4nuneln . P.O, Rnx 1052 C.oackilla.0CA q2 34 (760 98-2651
Name of Applicant (please print) Business Address Telephone No.
Name of Contractor and Job Foreman Business Address Telephone No.
NIA
Contractor's License No.` City Business License No.
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Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class 11.1
Public improvements: 3% of estimated construction costs
Private improvements: 3%'of estimated construction costs.
Minor. Improvement Permit — Class IV: See attached scheduleN 9 .3790
Inspection Fee $ II 'PERMIT VALIDATION
Permit.Fee '
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:- $
Receipt No.
Received by Date
Recorded by
PERMIT NO.
DATE APPROVED
EXPIRATION DATE
DATE ISSUED A
By
Administrative Authority
Telephone: (760) 777-7075
4 ■
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