2599With proper validation ;
this form constitutes an
t�. CITY OF 'LA OUINTA ..
p r i iencroachment.permit' t #
APPLICATION tFOR PERMIT'
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)��
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 and APPROVED SUBDIVISIONS
* , Subdivision Improvement Permit = Class I
DATE: April 15,1 097 Minor Improvement Permit Class IV { ,
LOCATION OF CONSTRUCTIONAve • La Fonda froom Desert Club Dr, to Calle Kalima and
Ave. Nutatra From Calle Kalima to Calle Hueneme. Desen-4lub-Dr:. at Calle Cadiz & Fortuna.
' (Street address or Description of Location)
TR Depth check over existinaac
PURPOSE OF'CONSTRUCTION Sketch (attach construction plans if appropriate) •
utilities
DESCRIPTION OF CONSTRUCTION pothollnA with vacuum
excavator " —SEE ATTACHED CONDIT1014S
DIMENSION:OF-INSTALLATION OR REMOVAL
SIZE 0F, -EXCAVATION, IF NEEDED 12" R 1211. • 21 to 3' deep
' approx.'19 potholes
APPROXIMATE TIME WHEN,WORK WILL BEGIN 4/17/97`
7a00 a.m. ~
APPROXIMATE TIME OF COMPLETION 4/21/97'
ESTIMATED'CONSTRUCTION COST $ •5x621:34
(Including removal of all obstruction, materials, and debris, backfilling; com
e 'amu• --4 •; .
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'totpersoris•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.
f - :L
Comply with'all applicable City Ordinances, the terms and conditions of the permit and all applicable rules d regulations of the City of
La Quinta and to pay for any additional replacement necessary`as the result ofd this
Signature of Applicant or Agent/ s ;
Miller Fiyeline Caro. 11395 BxadleV Ave. "Acaima. CA 91383 (818) 840-4452
Name of Applicant.(please print) , 'Business Address Telephone No.
same t
Name of. Contractor and Job Foreman Business Address; {' ` Telephone No. '
730984
Contractor's License No. City Busine's's License No. +
M,1 Insurance 'AO08170404 r
Applicant's Insurance Company `�' Policy'Number # ;
FEES: Subdivision Improvement Permit — Class I II�x... A
Public improvements: 3% of estimated constructi'onicosts APR 15 19974
Private improvements: 3% of estimated construction costs ,
Minor Improvement Permit — Class IV: See attached schedule 0 I -A nmmma f
Inspection Fee $ 168.64
Permit Fee 100.00 '
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $ 268.64
Receipt No.
Received by Date
Recorded by
PERMIT. VALIDATION }
}- PERMIT NO. 0 2598.
DATE APPROVED 4/15/97
?
EXPIRATION DATE 5/1/97
DATE ISSUED 4/1/97By
_ �+
Admin trAve Authority
Telephone: (619) 777-7075
r
NOTE:
With proper validation
this form constitutes an
encroachment permit CITY OF LA QUINTA
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
V
1 _ / S _ C? -7 Subdivision Improvement Permit — Class II I
DATE: '1 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION -AyEnsld9 LA FoNelpl F2of..t OeScrtl' C.LvB DR, 7a c.Alle 1<4L4�lq rt
AvEnst�lrq I,vESTR►4 I=Rvey cAlle )cWLrw.r.4 TO c.QllE HuEI�sEMt?, dc'YE21 cLuCi OR Cr41lE cAcIIZ�,
(Street address or Description of Location) LEIIIE 1=o21UrJA,
PURPOSE OF CONSTRUCTIQN Qi 0724 cNEcw- oyE 2
4!7XU S'1 ns Ce UTI L n_j ES
DESCRIPTION OF CONSTRUCTION P077 0 %1 n3 ra Q1711
VA <cu f-+ EXc Ay 47-62r
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED Ia'41262 ar 1-01 do c?P
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ 2?i�
(Including removal of all obstruction, materials, and,debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
Sketch (attach construction plans if appropriate)
M
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnity, -defend and save the City, its authorized agents, officers, representatives end 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
V Quina and to pay for any additional replacement necessary as the result of this work.
- CO
Iry corO22h r I I ature f l t or Ag�rtt �
Name of Applicant (please print) Business Address Telephone op/� 3'
N-18
=Name �of Contractor and 4,ob Foreman Business Address Telephone No.
Contractor's No.
1✓N 1 fVVlcc
Business License No.
��aQ110(
Applicant's Insurance Company GEN. LIABILITY Policy Number
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement / G
Permits—Classs IV: See attached schedule
Inspection Fee $ _ `I l0 O ' ( "1
Permit Fee (CO
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
Received by Date
Recorded by
PERMIT VALIDATION
PERMIT NO.
DATE APPROVED
EXPIRATION DATE
DATE ISSUED
By
Administrative Authority
TELEPHONE: (619) 777 -?075
r
r
s
�
,r
r
a 0
. . s
0
Miller
apeline
Cdrp,.
Phone(818)890-4462
Fax (818)890-6928
April 8, 1997
COO PS7
11595 Bradley Ave.
Paeoi na, CA. 91555-1120
CA. Contractors License N6750884
Coachella Valley Water District Phone: (619) 398-2651
Tom Levy Fax: (619) 398-3711
P.O. Box 1058
Coachella, CA. 92236
RE: Bid ProposalVacuum Excavation for La Quinta File # 0426.0908.6
Miller Pipeline Corporation would be pleased to offer the following pricing and conditions to
perform pot hole work utilizing the Miller Pipeline "Vac -Hoe" Vacuum Excavator..
We would supply a vacuum excavation crew consisting of a vacuum excavation truck, a one ton
dump bed truck, a working foreman and technicians as needed. This. crew would also supply traffic
control consisting of a truck mounted directional arrow board, construction signs and delineation at.
a Per Hole Lump Sum price of $295.86, including permits, mark -out & USA Notification.
We estimate that it will take our vacuum excavation crew three (3), eight (8), hour days to
complete the pot hole work, including mobilization and demobilization.
Total estimated cost for this.project is $6,509.00 based on a Minimum of 22 Potholes and a
possible maximum amount of 30 Pot holes.
Terms for payment are net thirty days from date of invoice.
If you are in agreement with the terms as outlined in this letter and would like to proceed with work
please sign and return a copy (all pages) to us for our records.
X X
Richard Culpeper Authorized Signature
Manager Southwest operations Coachella Valley Water District.
Date
cc:R.Allred
I Mihld
L Osborne
file
J
The following General and Special Provisions are attached to and made a part of Permit No. a l�
GENERAL PROVISIONS
The following shall always apply:
ENROACHMENT 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 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.
CLOSINGSTREETS: 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.
RZ 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 (P).
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 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.
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.
RII 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 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 LIMIT 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 (51) 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 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.
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.
4
5
SPECIAL CONDITIONS --PERMIT NO. 2599
--- Miller Pipeline Corporation --
In addition to the standard permit conditions, the following shall apply:
All work shall be performed in accordance with the latest edition of the Standard Specifications For
Public Works Construction.
Permittee shall be responsible for providing continuous dust and erosion control.
Streets shall be kept clean. They shall be completely cleaned at the end of each working day and
more frequently if required.
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 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday - 8:00 a.m. to 5:00 p.m.
May Ist to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays including Sundays. Work is allowed on Saturdays only
if special arrangements, including payment of overtime inspection fee, have been made two (2)
working days prior to the desired Saturday.
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.
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 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.
Special Conditions - Permit No. 2599 Page 1 of 3
SPECIAL CONDITIONS ---PERMIT NO. 2599
(continued)
10. Backfill compaction within improved street rights-of-way 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 backfill material, unless otherwise
approved by the City Engineer. 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 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 tests. Material tickets and
compaction test results shall be submitted to the city.
11. 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.
t
12. All landscaping, irrigation, decorative rock, decorative concrete, lighting etc. shall be replaced to its
original condition.
13. Access and egress to all local ppoperties shall be maintained at all times.
14. Permanent pavement replacernpnt structural section shall be one inch greater than existing, or 4"
minimum, which ever is greater:.A-C. mix design shall be approved by the city prior to placement.
Permanent paving shall be completed within 7 calendar days from completion of the work. ,
15. Permittee shall notify the City Eggineering Department a minimum of 48 hours prior to any work in
the street (i.e. paved areas) at (619),77.7-7075 when the work involves lane closure(s) in a signalized
intersection or within 500 feet of a signalized intersection. Permittee may be required to submit a site-
specific traffic control plan for review and approval prior to commencing work at or near a signalized
intersection.
16. Work hours at signalized intersections or within 500 feet of a signalized intersection are typically from
9 a.m. - 3 p.m. to avoid peak traffic periods but may vary depending on the location of the
intersection. The permittee will be. notified by the City of specific work hours (if different) during the
48 hour notice period.
17. All backfill shall be mechanically:.compacted in lifts of eight (8) inches or less. Jetting or flooding of
backfill material will not be allowed unless otherwise specified by the City.
18. Contractor/permittee shall stabilize any soil that was disturbed (shoulder areas etc.) as a result of
work performed under this permit.
19. Trenches in the street section shall:be permanently paved within seven days after completion of the
work unless otherwise approved by the City.
Special Conditions - Permit No. 2599 Page 2 of 3
SPECIALICONDITIONS --- PERMIT NO. 2599
(continued)
20. Where trenching is performed in any P.C.C. or A.C. improved area the trench shall be saw cut an
additional Von each side of the excavation area and a butt joint created. The edges shall be saw cut
to straight, stable, and unyielding edges. Feather joints.are not acceptable.
21. ' Th'e 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 the 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.
p
22.- A traffic control plan shall be prepared in accordance with the Work Area Traffic Control Handbook
(WATCH, and submitted to the Engineering Dept. for review, prior to starting any construction.
23. The City of La Quinta reserves the right to revoke, suspend, or void this permit at any time..
24. The conditions of this permit shall not be deemed fulfilled until written authorization and acceptance
of work is acknowledged below:
Special Conditions - Permit No. 2599 Page 3 of 3