4136J
NOTE:
With proper validation
this form constiiutes an
I encroachment permit
CITY OF LA QUINTA
APPLICATION FOR PERM11
PUBLIC WORKS CONSTRUCTION (ENCF
t
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: 4/23/04 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Madison Median between Legends Way and Ave 58
Puerta Azulz TM 30096
(Street address oe Description of Location)
PURPOSE OF CONSTRUCTION U"i.idinnn mead i,An Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION Tuarn "nekpf- APA PlAn *See Attached Special Conditions*
set number 02063
DIMENSION OF INSTALLATION OR REMOVAL iirn -nog-U at- PS
`
SIZE OF EXCAVATION, IF NEEDED (AeA Rn'n
APPROXIMATE TIME WHEN WORK WILL BEGIN Middle of April 4
APPROXIMATE TIME OF COMPLETION Rnd of Anr.11 Q
ESTIMATED CONSTRUCTION COST $ NA Vra-vinu�l_v nqi.d D
(Including removal of all obstruction, materials, and debris, backfilling, com- MAY ,1 4 2004
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to: CINOFLAQUINTA
FINANCE DEPT.
Indemnify, defend. and save the City, its authorized agents, officers, representatives and employees, harmles gff—nst 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"6f the time when work will b 'started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and ail applicable' rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this w rk. ~~j�,„�"
ure of Applicant or
Mark Alexander.. 57325 Madison Street: (960) 574-6518
Name of Applicant (please print) Business Address Telephone No.
GL Gaylir Construction, Inc.; P.O. Box 403, Thermal, CA 92274; (760) 774-5678
Name of Contractor and Job Foreman Business Address Telephone No.
A 524011 { Z 3 2_
Contractor's License No. City Business License No.
Coachella Valley Insurance Services, Inc. 39DCGL001277
Applicant's Insurance Company Policy Number
i
FEES: Subdivision Improvement Permit — Class II I
i
Public improvements: 3% of estimated construction costs 0
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.
$ NA
100.00
$ 100.00
Received by Date
Recorded by
l i 4 � 4136
PERMIT VALIDATION
PERMIT NO. 4136
DATE APPROVED 4/27/04
EXPIRATION DATE 4/30/05
DATE (ISSUED LI, T/2h
By �
Administrative Authority
Telephone: (760) 777-7075
i
R 001/001
4T: 01/20/2004 TUE 10:43 -FAX 760 777 7155 City of La Quanta MAR
;Al
Location of Construction:v`�7
NSA c, R?_0 LA 00`i
Purpose'of Construction: �i VLv UC, e
0065
Descrtphon of Construction: '
Dimension of Installation, or Removal:
Approximate Construction Start Date: �-
Approximate Construction Completion Date: —�
Estimated Construction Cost: $ pre �s(.� P�.: �
Gstimoted Consttucdon Cost "I include the removal of ail obstructs s, materinis, and debris, back -filling, compaction and
placing permanent resurfacing and or replacing improvements
Contact Name:' r 2�Phone. Number:
Name of Applicant:
Applicant. Address: 7 Z57 v -O
Applicant Telephone Number:
Name of Contractor.
Contractor Address:
Contractor Telephone Number:
Contractor State License Number: 0
Contractor City Business License Number: I Z
04/
► A COPY OF THE CURRENT INSURANCE CERTMCATE MUST BE PROVIDED-4
Applicant or Contractor General Liability Insurance Company: ,
c el
Applicant or Contractor G neral Liability` .Insurance Policy.Number:
3SD _GLOO1Z_7-7 -
Office Use Only:
➢Ispeaion Fee:
N�
Permit Fec:
r
to 0;
As -Built
Deposit
Dust Control
Deposit
Credit
Amount
TOTAL FEE DU E;
r O0, O O
Office Use Only:
Assigned Permit Number -
Approval Data
Expiration
Date:
Issue
Date;
Administrative Authority:
.r
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETYAND -
TRAFFIC ROW IF DEEMED NECESSARY BY CITY OF LAOIANTA'REPRESEMATTVE '
S. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SMALL INSPECT TRAFFIC CONTROL ISM 11ARRICADESAND DELINEATORS)AND ►AINIAINSAME IN
_ , ACCORDANCE WITH TRAFRCCONTROL PLANS.- , � - - • ' - — '
4. CONTRACTOR SHLALLMAINTAINAMINIMUM I(rTRAFFICLANE WIDTH ATALLTIMES. THERE SMALL 8EAMINIMUM 2'BETWEEN THEEDGEOFCur AND THE
'
- -NEARESTTRAFRCLANE.
.- . S. ACCESS TO PRNATE PROPERTY SHALL BE MAINTAINED ATALLTI►ES
-g, THIS TRAFFIC CONTROL SHALL BE PL PLACE DUFUNG WORK HOURS ONLY. AT END'OF THE WORK HOURS DEBRIS AND,
ROAD SHALL BE CLEAR OF DEBAND, . .
RETURNED TONORMALUNIESS CONTRACTOR GETSAPPROVAL FOR OVERNIGHT ITLEN FLASHING LIGHT SWLLL BEADDED) -. ...... .... .. _ .. I
7. ALL CONFLICTING SIGNS SHALL BE COVERED FOR THE DURATION OF THIS TRAFRCCONTROL .
55
Street Improvements for PueAa Azul
Davis Reed Const.. Tops N Barricades, Inc.
yLUO p I By ®.amsdim ,
(800)852-T0PS Ron Fifield' -CALTRANS T-11. }
1 14104 ' To Be Issued on Approval +
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC, CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND
TRAFFIC FLOW IF DEEMED NECESSARY BY CRY OF LA QUINTA REPRESENTATIVE
.. .3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND OEIJNEATORS) AND MAINTAIN SAME IN
. ACCORDANCE WITH TRAFFIC CONTROL PLANS, .- . ' ` '
- 4. CONTRACTOR SHALL MAINTAIN A MINIMUM II'.TRAFTIC LANE WIDTH ATALL TIMES THERE SHALL BEA MINIMUM T BETWEEN THE EDGE OF CUTAND"THE - _• .
• . NEAREST TRAFFIC LANE
S ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES +
-I, THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT BID OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND, - -
' RETURNIDTO�NORMAL�UNLESSCONTRACTORGETSAPPROVAL�FOROVERNK3HT(THENFIASHINGIIGHTSWILLBEADDEDj. ........----.... .... ....... ,
. 7. ALL CONFLICTING SIGNS SHALL BE COVERED FOR THE DURATION OF THIS TRAFFIC CONTROL. -
rBMW55.
Street Improvements for Puerfa Azul .
ZoVc
Davis Reed Const. ,. Tops N Barricades, Inc.
(800)852-TOPS • Roman Fifield CALTRANS T-11 .
1 1/30/04 To Be Issued on'Approval
PERMIT NO.4136
Madison Street at Puerta AzuVStreet Improvements/Tract No. 30096
In.addition to the standard permit conditions, the following shall apply:
1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1.(part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For Public
Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. Mr. Mark Alexander, hereinafter. referred to as "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. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the
-work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of
equipment within one-half mile of human occupancy shall be performed only during the following time
periods:
October lst 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 1st to September 30: Monday -Friday 6:00 a.m. to TOO p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays. and Sundays.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (ie any 4 lane street) before 8:00 a.m.
5. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3
p.m. Traffic control -shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact
the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at
the intersection is to be altered in any way.
6. Pursuant to- Section 14.16.110 of the La Quints Municipal Code (Ordinance 10' § 1 (part), 1982),
Permittee 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.
7. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
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). A traffic control
plan shall be prepared. in accordance with the WATCH Manual and submitted to the City for
review and approval one (1) week prior to starting any construction. It shall be the Permittee's
responsibility to appropriately detour and barricade all construction sites.
Special Conditions Page 1 of 4
PERMIT NO.4136
Madison Street at Puerta Azul/Street Improvements/Tract No. 30096
Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street
closures shall not be permitted: A minimum of two (2) travel lanes of paved surface shall be
maintained at all times.
8. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated
excavation which impact City facilities, including but not limited to traffic signal conduits and loops,
irrigation lines, electrical conduits, and storm drain facilities.
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.
10. -Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition
of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified
herein.
Native material may be used as backfill material provided that minimum compaction, achieved in the
manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water
densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's
responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all
times during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A.' When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such
material shall be removed to the limits, directed by the Geotechnical Inspector and/or the City
Inspector and the resulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to or maintained at appropriate moisture content for
compaction. The appropriate moisture content range shall be established at the onset of the
project and ensured prior to use of the materials through progress testing on the stockpiles.
C. The first length of trench. backfilled shall be backfilled in,the presence of the City Inspector:
Compaction shall be tested at random depths at approximate three-foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth
of lift that can be compacted.
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project. '
Page 2 of 4
Special Conditions Co
PERMIT NO.4136
Madison Street at Puerta Azul/Street Improvements/Tract No. 30096
,E. In subsequent.lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill, per 300 linear feet of open trench, at randomly selected locations.within the open length
of trench.
F. The depth of the randomly selected compaction tests shall also be randomly selected except that
where multiple tests are required in a given length of trench, the tests shall be no closer than three
feet (vertically) from each other.
G. If any compaction' test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which- is represented by the failing test (as determined by the City
In.spector), shall be tested for compliance with compaction requirements.
H. All costs incurred due to the conditions above shall be borne by -the Permittee. Copies of all test
results shall be furnished to the City Inspector.
I L All excavations -within City of La Quinta right-of-way shall be backfilled, and temporarily paved if
within the existing travel way, at the end of every workday as directed by and to the satisfaction of the
City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that
which can not be backfilled in the same day.. Excavated trenches shall not be allowed open overnight,
however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length,
open overnight at a point where construction will.begin the next day, provided that this length of trench
is completely covered by steel plating.
(12. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
13. Access and egress to all local properties shall be maintained at all times.
14. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the completion
of the work. Permanent pavement replacement shall conform to the following conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than
existing of asphalt concrete over the same existingthickness of crushed aggregate base or crushed
miscellaneous base, meeting the requirements of Sections 200-2.2 and. 200-2.4 of the Standard
Specifications for Public Works Construction. The replaced pavement and base material shall be
compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench.
Verify exact structural replacement section thicknesses with the City prior to installation.
Special Conditions Page 3 of 4
r
PERMIT NO.4136
Madison Street at Puerta Azul/Street Improvements/Tract No. 30096
C. Permanent pavement replacement shall be installed using a City. approved 3/4" max medium
asphalt concrete as the base course lift and.a City approved''/z" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10
feet with butt joint created next to.the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete: in the trench area shall be overlaid with a City approved C2-AR-4000
asphalt concrete mix. The width of the cold milling area shall be as follows:
• For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut
removal .lines.
• For longitudinal trenches locatedin a traffic lane: three (3) feet outside the sawcut removal
lines, or to the lane line striping, whichever is greater.
• For transverse trenches across existing'street: two (2) feet outside the sawcut removal lines.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of 3/4" max medium asphalt concrete shall be installed from saw -cut edge to
saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left
0.10' low in anticipation of grinding and capping.
F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be
replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer.
Affected traffic signal loops shall be removed and replaced in kind. The finished pavement
surface shall be smooth, consistent, and shall conform to the surrounding grades..
15. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed
under this permit with an approved dust control treatment. Soil stabilization shall be done immediately
after completing the operation.
16. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § I (part), 1982) the City
has designated 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 a
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.
17. The City of La Quinta reserves the, right to revoke, suspend or void this permit at any time.
18. The permittee shall indemnify, hold harmless and assume the defense of the City from all
damages, delay costs, costs or expenses in law or equity that may arise out of work under this
permit.
19. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the
permittee shall postpone cutting the pavement until the intended third party has acquired a permit
from the City to perform the required restoration work. „
Page 4 of 4
Special Conditions ; Y
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 4136
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 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.
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
The following shall apply when indicated
® R1 NOTIFICATION: Permittee shall be. notified the City at (760) 777 - 7097 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.
® 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 ( ** 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 ('/4") 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 (*" 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.
❑ 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 ''/V) 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.
❑ R10. SOIL STERILIZER: The area to bessuaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
'
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,
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.
® R13
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.
❑ R14
LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') 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 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 oNequivalent 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
trench before flooding or a maximum of five feet (6) 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.
❑ 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.
Compaction tests shall be made as outlined in Sections 6.3.00'1 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.
❑ 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 ( " N/A " ) inches of A.0 surfacing placed on
a (". N/A ") inch (" N/A " ) aggregate base shall be placed. no later than (" N/A '*) 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. ;
r..
P.O. Box 1504
LA .QUINTA,, CALIFORNIA 92247-1504
�F F 78-495 CALLS TAMPICo (760) 7 7 7 - 7 0 0 0
LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101
July 18, 2006
Mark Alexander
Davis Reed Construction
57325 Madison Street
La Quinta, CA 92253. D Q a
Re: Encroachment Permit No. 4.136 Tract -Map 30096 JUL1$ 2�06
' Permit Type: Off -site Improvements
CI (9FLAQUINTA
Dear 'Mr. Alexander: _1RANCE Ctgff
Encroachment Permit number,-4136. has expired .[will expire].. as of April •
30, 2005. In order to avoid 'the issuance of a "Stop Work Order," please .
renew this permit. immediately.
The- renewal fee as per City Council Resolution 96:27, states:
Encroachment Permit renewal of expired permit is $1:00.00 plus 10%
oforiginal fee for each -year -the permit has been. expired.
ORIGINAL PERMIT FEE
10%
EXPIRATION PENALTY
For.. each ' year permit
has been expired
$100.00
$20.00 (two years)
$100.00
RENEWAL AMOUNT
$120.00
If you have any questions or need: additional. information, please contact.
Tony. Colarossi at (760). 777-7089.
incerely,
Paul Goble
Senior Engineer, Public.Works Department
CC: anny Escalona, Construction Manager
4eonard St. Sauver, 'Assistant Engineer II
ermit. File, No: 4136
Tract File 30096;'Folder V..
•
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NOTE: + T`
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t With proNer validation
a e.
this form constitutes an .
encroachment permit - CITY OF LA QUINTA
APPLICATION FOR PERMIT s
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
C� OF TfiBOiS
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
DATE: 4/23/64 Subdivision Improvement Permit — Class III
Minor Improvement Permit Class IV
LOCATION'OF CONSTRUCTION tdadi3on Median between Legends Way and Ave 56
Puf rta Azu t TM 30096
(Street address of Description of Location)
PURPOSE OF CONSTRUCTION.- Mi-dinon tnedia:n imtzrnva* ntR
Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION lwn Bork. r qpe P1 n
- sset"numbe_r 02063 *See Attached Special. Conditions"'
DIMENSION OF INSTALLATION OR' REMOVAL —Tn•+•n nnckaf• i
SIZE OF EXCAVATION, IF NEEDED —(gee Ron i +
APPROXIMATE TIME WHEN WORK WILL BEGIN Middle of April
'APPROXIMATE TIME OF COMPLETION Ettd of ADrj 1 %1
ESTIMATED CONSTRUCTION COST $ NA Preyi�ty amid
(Including removal of all obstruction, materials,, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements) MAY
In consideration of the granting of'this permit, the applicant hereby agrees to:
CfTY OF LAQUitdTA
Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmles FINANCE DEnd
penalties, liabilities or loss resulting from claims or court action and arising out of any accident,. loss or damage to s any and all
happening or occurring as a Proximate result of any work undertaken under the is Persons or property
permit gnutted.puuuagt to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance"of-the time when work will be'steried.
Comply with all applicable City Ordinances,.the terms and conditions,of the permit and a I applica le�,yles nd regulations of the City of +
La Quinta and to pay for any additional replacement necessary as tf(e result of this /-
Si nature of Applicant or Agent
-Mark Alexander. 57325 Madison Street.• (960) 574-6519
Name of Applicant (please print) Business Address ..
Telephone No.
GL Ga•ler Construction Iric.• P.O. Box 403, Themal, CA 92274; (760) 774=5678
Name of Contractor and Job Foreman Business Address
A 524011
Telephone No.. '
�
Contractor's License No.
City Business License No.
Coachella Valley Insurance Services, Inc. 39DCGLOO1277
Applicant's Insurance Company Policy Number
FEES. Subdivision Improvement Permit'- Class III
Public improvements: 3%of'estimated'construction costs' Q
Private improvements: 3% of estimated construction costs
Minor.lmprovement Permit —Class IV: See attached schedule
Inspection Fee $ NA
Permit Fee 100.00• PERMIT VALIDATION • � � '
Penalty PERMIT NO. 4136
Cash Deposit -Surety Bond DATE APPROVED 4/27/04
if required - 4/30105
TOTAL: $
100.00 EXPIRATION DATE '
DATE SISSUED
Receipt No.
Received by By
Date Recorded by Administrative Authority
; �,;
Telephone: (7601 777-7117R,
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Slob
PUERTA AZUL Re
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FORTHIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.TC.D.)
-AND THE CALIFORNIA SUPPLEMENT.
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIG-SAFETY AND
TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADESAND DELINEATORS) AND MAINTAIN SAME IN
ACCORDANCE WITH TRAFFIC CONTROL PLANS.
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10'TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BEA MINIMUM 2'BETWEEN THE EDGE OF CUT AND THE
NEAREST TRAFFIC LANE. THE SOUTH LANE MAY NEED TO USE PART OFTHE SHOULDER FOR THE LAST 20'OF THE WORK. THIS AREA SHALL BE LEVEL& CLEARED
FOR DEBRIS.
5.'ACCESS TO PRIVATE PROPERTY SHALL BE MAI NTAI NED AT ALL TIMES.
6. THIS TRAFFIC CONTROL SHALL BE DURING WORK HOURS ONLY. AT END OF DAY, THE ROAD SHALL BE CLEARED OF DEBRIS AND TRAFFIC RETURNED TO NORMAL.
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Approved By
Date speed unt
55
PruW Now
Stamped Concrete for Puerta Azul
-install
PrIm Contactor
Davis Reed Const.
T-ft c-ft w*T
Tops N Barricades, Inc.
Phase Prepared 4 Basal on SWWd
(800)852-TOPS Ron Fifield CALTRANS T-1 1
�ShWNufftw Dale Pam' Number
1 7/11/06 To Be issued on Approval
gsR$� SEE BELOW
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FOR PAVER INSTALLATION 3
PUERTAAZUL e
AVE 58
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FORTHIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (RU.T.C.D.) -
AND THE CALIFORNIA SUPPLEMENT.
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC•CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND ,
TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LAQUINTA REPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADESAND DELINEATORS) AND MAINTAIN SAME IN
ACCORDANCE WITH TRAFFIC CONTROL PLANS.
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10'.TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BEA MINIMUM T BETWEEN THE EDGE OF CUT AND THE
NEAREST TRAFFIC -LANE. THE'SOUTH LANE MAY NEED TO USE PART OF THE SHOULDER FOR THE_ LAST 20' OF THE WORK. THIS AREASHALL BE LEVEL& CLEARED
FOR DEBRIS. r r Y
5. ACCESSTOPRIVATEP-ROPERTYSHALL BEMAINTAINED ATALL TIMES'
6. THIS TRAFFIC CONTROL SHALL BE DURING WORK HOURS ONLY. AT END OF DAY, THE ROAD SHALL BE CLEARED OF DEBRIS AND TRAFFIC RETURNED TO NORMAL.
A roved By
Date speed umK
55
PII Nam
Install Stamped Concrete
for Puerta Azul
Prime Contractor
Traft Cantrol Cmft to
Davis Reed Const.
-Tops N Barricades, Inc.
Phan Prepared By
Based an Standard
(800)852-TOPS Ron Fifield CALTRANS T 11
Shee[Nuffber Date
Permit Number
1 7/11/06
To Be Issued on Approval