2509NOTE:
With proper validation
this form constitutes an
encroachment permit
CITY OF LA QUINTA
i
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
' r -
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 II I
DATE: September 4, 1996 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION West side of Caleo Bay, 18" behind sidewalk -- from North side
of Ave. 47 to 551 South of Lake La Ouinta Drive
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION To bring new fiber cable t
Lake, La Ouinta
�-DESCRIPTION OF CONSTRUCTION Sawcut two streets and
trench behind sidewalks for two 2" conduits
.DIMENSION OF INSTALLATION OR REMOVAL Aanraac.
750' of
!P' 36" deeA by 6" wide trench
SIZE OF EXCAVATION, IF NEEDED See abode
APPROXIMATE TIME WHEN WORK WILL BEGIN 9/6/96
Sketch (attach construction plans if appropriate)
SEE ATTACHED CONDITIONS
SEE ATTACHED DRAWING
APPROXIMATE TIME OF COMPLETION 10/3/96
ESTIMATED CONSTRUCTION COST $ 4.000•
(Including removal of all obstruction, materials, and debris, backfilling, com-
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 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 `ofJ�ifhis work.
Name of Applicant (please print)
Signature of Applicant or Age
Business Address
Telephone No.
Same
Name of Contractor and Job Foreman Business Address Telephone No.
478543
Contractor's License No.
865
City Business License No.
CNA C1 14777560
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
Inspection Fee
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
Received by
$ 120..
10.
$ 130.
Date
SEP 0 9 1996
PERMIT VALIDATIeN
PERMIT NO.
2,509
DATE APPROVED
9/4/96
EXPIRATION DATE
10/3/96
DATE ISSUED `` �
Bye JJC,���l/.�
9/4/96
I>•~.-
Administrative Authority
Recorded by 11 Telephone: (619) 777-7075
f "I
NOTE:
With Prow vaudation
this form tarn oer ran
CITY OF LA QUINTA
enaoaaimem permR
APPLICATION FOR PERMIT
-PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curps, driveway,. pavererm. sidewalks, puking lots. Sawn,. water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
oATE: September 4, 1996 Subdivision Improvement Permit — CSau III
Minor Improvement Permit Qass IV
LOCATION OF CONSTRUCTION-_ w • side of Caleo Bay 18" behind sidewalk -from
N.side of 47 AV to 55' S. of Lake La Quinta Dr
i"My Soares{ at uafpnptiOn of lAotionI -_
PURPOSE OF CONSTRUCTION to bring new fiber Sketch (attach Construction plans if appropr4tal
OESCRIPT1ON OF CON A Cj10N A 9 two s h e e t s
and trenche�ind si ewe s or wo
Z" conoults. q �G attached
Oolr)ENS316N OF'( eAOLLATION 08 E UY w i tl e trencn
SIZE OF EXCAVATION, IF NEEDED
APP ROXIMATE
II`1� WHEN WORK WILL BEGIN — e p e m e r
APPROXIMATE TIME OF COMPLETION n i t o h g 3_ 1996
ESTIMATED CONSTRUCTION COSTS r
(including removal of all obironmoon: materials, and debris, backfilling, Com-
Paedon and Placing permanentresurfacing and/or replacing improvemesrol
In eonsidaranon,of the grantingof this'Permit, the applicant hereby-aWaes to:
Gvlwr 64, is
Indo—Ov, defaw- and save vis Cry. ns. eudrorieaa aeann. Offayrs„r�it>Mouva and arroweaa, menses, from arm saunat any and &a
analtia. l.abiiitta • or lass. reaA".from .Claims or Court cocas aid, ansing out. of ami eepsaem. loss or dame" to parsons or owooe.sv
NSM-unOr 00cuirrine a e,praiin>tsa-rslssma of any wort undwfimis wade►'are Omenn[ Wenssa Mus"MW dil,,aopllatimt.
Notify the Adminwtretivr,Aedtwigr-at tuu twwrtvtour 1241 horn as.advanpe of me tiny /Mens wort mili be starssd
Camav .wdh ao spetiobis City Ordinanees—tNe Wims•uid Coni2itionaof the pwtnn and all ap011ania rues 1`991481 ns of Via Ore of
V OuLnu and to PSY far any gdhlonar rGOLWOrwin no=uwv as me reals. o this mom.
S wture of Appli s Agent
XRonnie J. Presley 36-630 Cathedral Cyn Dr 328-6778
Name of Applicant (please print) Business Addrwu Telephone No.
xCochran Comm. Const. Cathedral City 92234
Name of Contractor and Job Forerun Business Address Telephone No.
X478543
X 365
Contractor's license No. City Business Liana No.
Nom' X GI I47775kQ
Applicant's Insurance Company CIC -1. 1—IA6ii—ITy Polley Number
FEES: Suodrvision improvement Permit —Class 111
Public improvements: 3% of estimated Construction costs
Private improvements- 3% of estimated Conaruction cosh
Minor Improvement Permit —CIA's IV: See attached smadule
Inspection Fee S (!�
Permit Fee I
Penalty
Cash Oeoosit•Surety Bond
if required
^
TOTAL. S v
Remlot No.
Received by Dat��_I
Rammed by 11
2r2o�5;j
PERMIT VALIDATION
PERMIT NO.
DATE APPROVED •/I�--
EXPIRATION DATE fv
DATE ISSUED
BY �
Administtatsve Authority
777- 7075
TELEPHONE: (619) ra6the 2W.
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DESIGN FIGURED AT 25.9 34
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The following General and Special Provisions are attached to and made a part of Permit No. 2;-C9
GENERAL PROVISIONS
The following shall always apply:
ENROACHIVIENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta 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.
TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on
any paved 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 Quints 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 water on City of La Quinta roads, it shall
be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall. be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited
access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for
any length of time, permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
RI NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction.
R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavation 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 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.
R5 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 (_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.
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 -
R9 SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times.
RIO SOIL STERELUMU The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the
manufacturer's specifications.
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
Quints forces to preclude delay or interference with State of 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 involved shall be completely tied out so they may readily and correctly be
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 project clearance.
R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight 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 of 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 LDHT 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 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 an adequately consolidated backfill. Any 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 in lifts of not greater than
three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case,
a relative compaction of 95 percent shall be attained with the structural section of the roadway.
R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench
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 resulting
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 the bottom of each layer and the water supply shall be continuous.
R18 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000
feet and a 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 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 Section 6.3.01 of the Standard Specifications, Division of Highways, State of
California, dated January 1973.
R20 TEMPORARY PAVEN04T REPAIRS: After completion of backfill and compaction operations, a temporary patch
consisting of 2 inches of SC -800 shall be placed on a prepared subgrade. The SC -800 temporary paving shall be placed after a
maximum of 3000 linear feet of 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
two inches (2") of SC -800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a
inch class base shall be placed no later than 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 streets 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 permittee 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 is becomes necessary to
restrict traffic, the work shall be restricted to a maximum of 500 feet 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 90 percent or equivalent to 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.
SPECIAL CONDITIONS --PERMIT NO. 2509
--- Cochran Communications Construction ---
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 the local noise ordinance. 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 5:30p.m.
Saturday 8:00 a.m. to 5:00p.m.
May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00p.m.
Saturday 8:00 a.m. to 5:00p.m.
Work shall be prohibited on,legal holidays including Sundays.
5. . Permittee/contractor 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.
6. 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).* It shall be the permittee's responsibility to detour and barricade this
site. Traffic control plans shall be submitted by permittee' for work occurring within
any signalized intersection or for work requiring lane closures. Traffic control shall be
inspected prior to commencing any work.
7. Street closures shall not be permitted. A minimum of one travel lane on paved surface
shall be maintained with flagmen at all times.
8. Prior to excavating, the permittee shall contact Underground Service Alert at 1(800)
422-4133.
9. 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
Special Conditions - Permit No. 2509 Page 1 of 2
SPECIAL CONDITIONS ---PERMIT NO. 2509
(continued)
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.
10. All work shall be coordinated with.the City's inspector and others working within the
area as directed by and to the satisfaction of the City Engineer.
11. Backfill compaction shall conform with Section 306=1.3 of the Standard Specifications
For Public Works Construction (SSPWC). All backfill soil shall be crushed aggregate
base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2
and 200-2.4 of the SSPWC. Native soil shall not be used as a backfill material., N
.Compaction tests (one per 300 linear feet of- trench) shall be provided for areas of
..excavation large enough to accommodate compaction equipment. . For areas of
excavation smaller than that which would accommodate compaction equipment,
controlled density fill (CDF) or any equivalent sand -slurry mixture shall be used. As an
alternative, CDF or its equivalent may be used for all areas of excavation, eliminating .
the need for compaction testing.
12. All excavations at or near the travel way shall be backfilled and paved at the end of
every workday as directed by, and to the satisfaction of the City Engineer for the
protection of the traveling public.
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 section shall be one inch greater than existing.
Special Conditions - Permit No. 2509 Page 2 of 2
CONSTRUCTION REPORT
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