2414= -`With proper validation
h tKis form constitutes an
_encroachm6nt permit CITY OF LA QUINTA
1 APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
ANNUAL BLANKET - 1996
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: 1"8-96 Minor Improvement Permit Class IV .
.LOCATION OF CONSTRUCTION Within the paved and earth sections of various streets
~within the boundaries of CVWD operation area
:(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Blanket Permit •- 1996
DESCRIP
.on ex
Sketch (attach construction plans if appropriate)
See attached conditions
DIMENSION OF INSTALLATION OR REMOVAL Not more than
80 l.f. to be excavated under blanket permit Excavations of PAS roads `
(major roads), ,is•.not authorized
SIZE OF EXCAVATION, IF NE.EDEDA x 4 bellholes max. A;'.separate' permit required
APPROXIMATE TIME.WHEN WORK WILL BEGIN 1-96
Notify City @ (619).,777-:7075
APPROXIMATE TIME OF COMPLETION 12-31-96 '24 hours , prior to construction
ESTIMATED CONSTRUCTION COST $ '
(Including r"emoval of all obstruction,,,materials, and debris, backfilling, com-
paction
om paction and placing permanent "resurfacing and/or replacing improvements) x*�` T'
In consideration of,the' granting of this permit, the applicant hereby agrees to: r
Indemnify,•defend and save the City, its authorized agents, officers, representatives and employees, harmless from aojand 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. \
tNotify 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 Cityof
La Quinta and to pay for any additional replacement necessary as the result of this work. F "'
Signature of'Applicant or Agent„
r �
CVWD P.O. Box 1058, Coachella CA 92236 (619)^:398--2651
Name of Applicant (please print) Business Address I Telephone. No.
• - L
r
Name of Contractor and Job Foreman Business Address' Telephone No.
—A,,
Contractor's License No. City Business License No. .'
i
Applicant's Insurance Company Policy Number
P ,
FEES: Subdivision Improvement Permit =Class III
Public improvements: 3% of estimated construction costs'"""*�+h,,,�
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $ PERMIT, VALIDATION
r, -7
(
Permit Fee PERMIT NO. 241'4
Penalty 1-8-96�
Cash Deposit -Surety Bond DATE APPROVED
if required EXPIRATION DATE 12"31-96
t
TOTAL: -0-
$ DATE ISS ED 1-8226
Receipt No.
By
Received by Date inistrative Authority
Recorded by TELEPHONE: (619) 564-2246
f
..
9
NOTE:
With proper validation,
thi% form constitutes an
encroachment permit
* CITY OF LA QUINTA
JAN 0 3.1996
CITY OF -LA QUINTA _
PUBLIC Wok
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION' (ENCROACHMENT)
ANNUAL BLANKET PERMIT — 1996
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
8 Subdivision Improvement Permit — Class III
ATE. F• January 1996. Minor ,mprovemerit Permit Mass ;V
LOCATION OF CONSTRUCTION - Within the. paved and Earth sections of Various La Quinta
roads within the boundaries of CVWD operating area
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Blanket Permit ,Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION 'Maintenance and repairs Grpr�plT10,S
I of existing underground equipment and installations
I DIMENSION OF INSTALLATION OR REMOVAL Not more than G'gV!`��'°�0 l_ rA-5
80 linear feet excavated under blanket permit, -
SIZE OF EXCAVATION, IF NEEDED 3' x 4' bell holes' y�%r� v�G� �! �`�✓
and• new service installations
APPROXIMATE TIME WHEN WORK WILL BEGIN
12/31/96 b %l G Zy Zy mf
APPROXIMATE TIME OF COMPLETIONP( y
ESTIMATED CONSTRUCTION COST $ �%2>,0.0 60
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing, and/or replacing improvements) - 2
in r'onsideretion of tl3a �rentin� f is o min. t�'� a^^Il;ant.Fc:
` of .h r app! E`.iy'a"y: e6Zrt�r`: '
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 andiarising out f any accident, loss or damage to persons or property
%happening or occurring as a proximate result of any work undertake;runder the permit Y.
dFpursuant 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 per 't and atl pplicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the resul f is wor jV
�.
Signature of plicant or Agent ,
CVWD `` P.O. Box :1058 Coache la, Ca. 92236 398-2651
Name of Applicant (please print) ' "' ` `7 Business Address""" • Telephone No.
Name of Contractor and Job Foreman Business Address Tele hone No
Contractor's License No.
City Business License No.
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class.!! 1
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 VALIDATION
Permit Fee
Penalty
PERMIT; NO.
� I `"�•� f, ,,+x "'``- _
.Cash Deposit -Surety Bond DATEAPPROVEO -'�`!� `"
if required- � ) 2'% JL% g(p
•�• • D EXPIRATION DATE _
TOTAL:
DATE ISSUED
Receipt No. '
i
By
'Received by Date Administrative Authority
Recorded by TELEPHONE: (619) 564-2246
W ATfA
��S7RICS
S�COACHELLASVALLEY WATER DI
STRICT
r,
RUTH DEARDEN
RIGHT -OF-
. WAY DIVISION
i
P.O. BOX 1058, COACHELLA, CALIF. 92236
TEL (619) 398-2651
v
The following General and Special Provisions are attached to and made a part of Permit No.
GENERAL PROVISIONS
The following shall always apply:
ENROACHIWE NT 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 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 encounteredduring 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:
NOTIFICATION: Permittee shall notify the City at (619)777-7675 at least 48 hours in advance of starting construction.
�' 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. _
UTIdTY 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 PAVIINIINT 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.
/ RSi 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 (P).
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 Quinta Standard #207.
RS 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 STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the
manufacturer's specifications.
11,E 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 of City of La
Quinta forces to preclude delay or interference with State of City of La Quinta projects.
12 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.
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.
p¢a3n�__
14 LIMIT OF EXCAVATIONS: Excavations shall be limited to,IrM 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.
]Si 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.
(f!O�T> BACKFELL 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.
CCOMPACTION 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.
19 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 PAVEMENT 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.
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.
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.
ADDITIONAL CONDITIONS - CVWD BLANKET PERMIT
PERMIT NO. 2414
January 1,-'1996 - December 31, 1996
R33 . Survey monuments shall be protected in place or re-established pursuant to City Standards
and the State of California Land Surveyor's Act.
R34 Contractor shall comply with the local noise ordinance. Construction operations and
maintenance of equipment within one half mile of human occupancy shall be performed
only during the_ time periods as follows:
October 1st - April 30th: Monday - Friday 7:00 A.M. - 5:30 P.M.'
Saturday 8:00 A.M. - 5:00 P.M.
May 1st -.September 30: Monday - Friday 6:00 A.M. - 7:00 P.M.
Saturday 8:00 A.M. - 5:00 P.M.
Work shall be prohibited anytime on Sunday and Holidays observed by the City. Work
is allowed on Saturday only if special arrangements, including payment of overtime
inspection fee, have been made (2) working days prior to the desired saturday.
R35 Traffic control shall be per the CalTrans Traffic Manual or the Work Area Traffic Control
Handbook (WATCH MANUAL). Field adjustments in detouring shall be accomplished
as directed in order to adjust to actual field conditions. It shall be the Contractor's
responsibility to adequately barricade and detour this site.
R36 All excavations at or near the travel way shall be backfilled at the end of the work day, for
the protection of the traveling public.
R37 This permit is only. for work within public street right-of-way.
R38 Ingress and egress for local properties shall be maintained at all times.
R39 Prior to work starting, Underground Service Alert shall be contacted at 1-800-422-3155
and an "inquiry number" shall be provided to the City Public Works Inspector.
R40 Pavement shall be sawcut prior to removal.
R41 Replacement pavement shall be existing asphalt thickness plus one inch, but not less than
3 inches of AC pavement shall be placed. Crushed aggregate base shall be used to
replace existing or 4" minimum (whichever is greater). Class 2 base shall not be allowed
for backfill within the paved section of the street R/W.
R42 SEPARATE PERMITS ARE REQUIRED FOR.ALL OF THE FOLLOWING:
1) Major streets and FAS routes.
2) Construction of all new mains, extensions and/or relocations.
3) All construction work to be performed by contractor for the utility company.- .
R43 When work is within 500' of a signalized intersection, the permittee shall notify Riverside..,
Co. Signal Dept. at (909) 275-6894 or Caltrans Signal Dept. at(619) 688-6845 as
appropriate, 48 hours prior to beginning work. ' This is in addition to the Underground
Service Alert (USA) notification.
R44 Note: USA does not locate signal conduits or other city owned facilities such as storm
drains, electrical services, median sleeves, etc.
R45 Permittee shall coordinate work with any contractor performing city improvements and
shall provide a schedule that will not conflict with the city improvements.
R46 Mailboxes, landscaping, irrigation, driveways, gravel; decorative rock, etc. shall be
replaced to a condition equal to or greater thanthe original.
R47 . Street closures shall not be allowed at any time, a minimum of one travel lane on
paved surface shall be maintained at all times with flagmen present.,
R48 All backfill and subgrade soil shall be compacted to nothing less than 90% relative dry
density, all backfill soil within the top 2' of finish pavement surface shall be compacted
to nothing less than 95% relative dry density, all base material shall be compacted to
nothing less than 95 % relative dry density.