4297t. J
-.-.---- .----.-.----_.---__..-.-.-.---._.._---- ._...--•----- ....-
NOTE:
With proper validation 4 Q'
this form constitutes and
CITY OF LA QUINTA
encroachment permit U
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
OF TFIB9�S
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
Subdivision Improvement Permit — Class II I
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION EISENHOWER AND COACHELLA DRIVE
LA lA
GOLF ESTA:rhbi-
01-07-05
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION ON & OFF —SITE SEWER INSTALLATIOSketch (attach construction plans if appropriate)
DESCRIPTION OF CpoNSTRUCTIppN
TO EN STING MANHOLt.
DIMENSION OF INSTALLATION OR, REMOVAL 4 It
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ 11,000.00
(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, liabirities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work.
1
Signature of Applicant or Meat.
JARED @ VEKA INC. 826 BROOKSIDE AVE. SUITE B, REOCANDS, CA 92373 909-528-6824
Name of Applicant (please print) Business Address Tele hone No.
WEKA INC. / 826 ER60R8iH8 AVE., SUITE B, REDLANDS, CA 92373 909-798-3221
Name of Contractor and Job Foreman Business Address Telephone No.
670100 9 91 S 5
Contractor's License No. City Business License No.
DAVIS & GRAEBER 1143223
Applicant's Insurance Company '` IT
Policy Number���Jl
FEES:
Subdivision Improvement Permit —Class I I I
Public improvements: 3% of'estimated construction costs
Private improvements: 3%of estimated construction costs .
Minor. Improvement Permit —Class IV: See attached schedule
Inspection Fee $ 330.00
Permit Fee 100.00
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $ 430.00
Receipt,No.
Received by.
Recorded by
Date
L.. J
t> 420_
PERMIT VALIDATION
PERMIT NO. 4297
DATE APPROVED Z I Z /0 5
EXPIRATION DATE 1 / 1 ��/0_6
DATr�ISS�V � f— QL)
By. !`
Administrative Authority
Telephone: (760) 777-7075
NOTE: k ,
With prop4r 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
Subdivision Improvement Permit— Class III
DATE: 01-07—OS Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION EISENHOWER AND COACHELLA DRIVE
LA QUIN A 60 LF' ES"LAYES
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION
ON & OFF —SITE SEWER INSTALLATION.
Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION B SEWER 9IN & C.l)1VlVZU
TO EXISTING MAN—HOL1E .
DIMENSION OF INSTALLATION OR REMOVAL 4U It
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ 11-1000.00
(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 theresultof this work.
Signature of Applicant or Ag"ent.
JARED @ i3EKA INC. 826 BROOKSIDE AVE. SUITE B, RE�EANDS, CA 92373 909-528-6824
Name of Applicant (please print) Business Address Telephone No.
WEKA INC. 1 826 BRBOUBME AVE., OULT13 B, REDLANDS, CA 92313 909-708-3221
Name of Contractor and Job Foreman Business Address Telephone No.
670100
Contractor's License No. City Business License No.
DAVIS & GRAEBER 1143223
Applicant's Insurance Company Policy NumberVIulr--
46\ �" 1[
FEES: Subdivision Improvement Permit — Class I
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:
$ 330.00
100.00
It 430.00
Receipt No.
Received by Date
C,r,' C:
4297
PERMIT VALIDATION
PERMIT NO. 4297
DATE APPROVED 1>
EXPIRATION DATE
DATE ISSUED
ey `�)
Administrative Authority
Recorded by
Telephone: (760) 777-7075
NOTE:
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
y
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
DATE
01-07-05
Subdivision Improvement Permit — Class III
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION EISENHOWER AND COACHELLA DRIVE
TEA qU INTA GULIF 61WI" h
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION ON &OFF —SITE SEWER INSTALLATION. (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION SEWER 7A & UUtYNEV
TO EHIS`iING MAMIM
DIMENSION OF INSTALLATION OR REMOVAL 4U It
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ 11,000.00
(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 ofthiswork.
Signature of Applicant or Agerat
JARED @ HEKA INC. 826 BROOKSIDE AVE. SUITE B, RE4UNDS, CA 92373 909-528-6824
Name of Applicant (please print) Business Address Telephone No.
WEKA INC. , 826 11118eflR8i88 AVEv GUITPA B, REDLANDS, CA 92313 909-708-3221
Name of Contractor and Job Foreman
670100
Contractor's License No.
DAVIS & GRABBER
Business Address Telephone No.
City Busk�sss2License No.
Applicant's Insurance Company Policy Num�Ijij�
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
T Inspection Fee
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
Received by
Recorded by
$ 330.00
100.00
430.00
Date
JAPE no 1 c'"I ^_J
CITY OF LA QUIKTA
FINANCE DEPT.�
4297 ♦ M
PERMIT VALIDATION
4297
PERMIT NO.
DATE APPROVED t 1 ' 19 `a
EXPIRATION DATE
DATE ISSUED \A 11 ,��
gy ,1 �.. \h�.Jk�
Administrative Authority
Telephone: (760) 777-7075
NOTE: t
m
Wit0proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
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
DATE
Ot-07-05
Subdivision Improvement Permit — Class I II
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION EISMOWER AWE} COACREW A DRIVE
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION O b OFF —SITE SCR IRSTAL�'ATIOW.
Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION ��iMlr rxiv a 4;�U1�NGi:I
To E)iISIANG fi&A ou.
DIMENSION OF INSTALLATION OR REMOVAL 4V Ix
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ 11'(}C1ty'UU
(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 of this work.
Signature of Applicant or Agent
JARED @ UEKA INC. 826 BROOKSIDE AVE. SUITE B, REDYAUDS, CA 92373 909-528-6824
Name of Applicant (please print) Business Address Telephone ��No
�?1sizA. INC. 826 Ift" E81% AVO., bdtt8 B, REDi.AldAS CA y,.7g8--3221
Name of Contractor and Job Foreman
670100
ContracDtorVISS & GRAU
ABER
Business Address _ Telephone No.
City Busi,ness,,License No.
i L4J,41.$
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class I I I
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 330'Q0 II
lulu . uo
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
430.00
Received by Date
U I JAN 1 :� j
LO.'JA�uCF DFRT.
PERMIT VALIDATION '
4297
PERMIT NO.
DATE APPROVED % 1 r
EXPIRATION DATE I ' r
DATE ISSUED ' �� �'2
By
Administrative Authority
Recorded by Telephone: (760) 777-7075
PERMIT NO.4297
Eisenhower & Coachella Drive / Sewer Lateral Hookup / L Q Golf Estates I
In addition to.the standard permit conditions, the following shall apply:
1. Pursuant to Section 1.4.16.320 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. WEKA, Incherein fter referred to as "Permittee", shall be responsible for providing continuous dust
and erosion control.
I. This permit or copy o f it shall be on the -work site for inspection during the actual work performed.
4. The permittee shall have on site a sufficient amount of K-Rail prior.to start of construction:
5. The permittee shall not encroach upon the entrance into Centex Homes without prior approval from the
private land owner whorn is being encroached upon. The entrance to Legacy Villas must me open at all
times.
6. The permittee is required to provide an informative message board .(approved by the City Engineer)
informing the commLItel-s using the affected roadways of possible. traffic delays, time of construction;
and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior
to the start of traffic delays.
7. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
8. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the
work site, the Permitarfe shall comply with City regulated work hours: Operation and maintenance of
equipment within on c-li alf mile of human occupancy shall be performed only during the following time
periods: .
October 1st to April 'Do: Monday -Friday 7:00 a.m. to 5:30 p.m:
Saturday 8:00 a.m. to 5:00 p.m.
May 1st to Septembcr 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 probibited 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.
Special Conditions Page I of 5
PERMIT NO.4297
Eisenhower & Coachella Drive / Sewer Lateral Hookup / L Q Golf Estates I
9. 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.
10. Pursuant to Section 14.16.110 of the La Quinta 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.
11. 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 approv,il one (1) week prior to starting any construction. It shall be the Permittee's
responsibility to appropriately detour and barricade all construction sites.
Pursuant to Section 14.1.6.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street
closures shall not be per,nitted. A.minimum of two (2) travel lanes of paved surface shall be
maintained at all times.
12. Prior to excavating, i ('required, the Pen ittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Pcrmittee'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.
13. Should additional Nvorl:, materials, or modifications of the work be required in order to meet City
standards, safety req t l trements, sign age requirements, or to fit actual field conditions, the work shall be
performed by the berm i ttee as directed by and to the satisfaction of the City Engineer at no cost to the
City of La Quinta.
14. Pursuant to Section 1.4.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction wi thg
in street ri hts-o f--way shall conform with Section 306-1.3 of the latest edition
of the Standard Spec i i lcations For Public Works Construction (SSPWC), except as otherwise specified
herein..
Native material may be used as backlil I material provided that minimum compaction, achieved in the
manner prescribed herein, is achieve,. Backfill shall be performed by mechanical means; no water
densified compact] on v i a j etting or { i ood l g 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.
Special Conditions Page 2 of 5
PERMIT NO.4297
,Eisenhower & Coachella Drive / Sewer Lateral Hookup / L Q Golf Estates I
Backfill compaction shall be.achievcd 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 cx.cavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to or maintained at appropriate moisture content for
compaction. "fhc appropriate roisture 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 len(;th 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 arc, 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.
E. In subsequent I.enc-ths 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 th.c randomly se,,,ctcd compaction tests shall also be randomly selected except that
where multiple tests are req u i red 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
Inspector), shall b e tested for z;.a m l l i once with compaction requirements.
H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test
results shall b:; f.:rnished to the City Inspector.
15. All excavations wiflun City of La Q'iInta 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 l:rotection of ,yuhtic. Lengths of open trench shall not greatly exceed that
which cannot be back Fi ded in the sa,l;e day. Excavated trenches shall not be allowed open overnight,
however, Permittce may leave a lell:;th of excavated trench, not to exceed twenty (20) feet in length,
open overnight at a poi i a where coi Istruction will begin the next day, provided that this length of trench
is completely covered by steel plating.
Special Conditions. Page 3 of 5
PERMIT NO.4297
Eisenhower & Coachella Drive / Sewer Lateral Hookup / L Q Golf Estates I
16. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
17. Access and egress to all local properties shall be maintained at. all times.
18. Pursuant to Section 14.1.6.375 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 clC: an.
B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than
existing of.asphalt concrete over the same'existing thickness of crushed aggregate base or crushed
miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard
Specifications.(orl'ubli.cWorl:sConstruetion. The replaced pavement and base material shall be
compacted to 95'; o relative compaction and respectively tested, for each 300 linear feet of trench.
Verify exact structural. replaccr»ent section thicknesses with the City prior to installation.
C. Permanent paveri,eni replacement shall be installed using a City approved 1/4" 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 0 ,-(rl ay - 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 infix. The width of the cold milling area shall be as follows:
For lon`iwdinal trenches located in a parking lane: three (3) feet outside the sawcut
removal lines.
For!oilgitu tillaltrencheslocatcdinatrafficlane: three.(3) feet outsidethesawcutremoval
lines, olr to the lane line striping, whichever is greater.
For transvclrsc trenches across existing street: two (2) feet outside the sawcut removal lines.
E. If grinding and c, pping operations are not performed in the same day as base paving operations,
the base course 1 i It of'W' max iIOeditmi. asphalt concrete shall be'installed from saw -cut edge to
saw -cut edge fltl'Sh with the ex is trig street surface. The base course lift of paving shall not be left
0.10, low in a.nticlpation. of grinding uld.cappinc,
Special Conditions Page 4 of 5
l':1✓:1 ATIT NO.4297
Eisenhower & Co,,.chella Drive / Sewer Lateral Hookup / L Q Golf Estates I
F. Any existi ng lane striping or any existing detour lane striping affected by this resurfacing shall be
replaced in kind by the Pennittee, 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, ..ind shall conform to the surrounding grades.
19. Permittee shall permanently stabilize any and all soil that was disturbed as aresult of work performed
under this permit with an approved dust control treatment. Soil stabilization shall be done immediately
after completing the ol)cration.
20. Pursuant to Chapter 17.56 of the La Quinta Z/lunicipal Code (Ordinance 10 § 1 (part), 1982) the City
has designated certLil n city streets as Truck Routes. The weight limit for restricted streets (i.e., streets
not part of the '.Crock 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.
21. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
22. The permittee shall Hidernilify, hold harmless and assume the defense of the City from all damages,
delay costs, costs or e:xpe-nses in law or equity that may arise out of work under .this permit.
23. If it is the intent of the perrittee to cot the pavement and have it restored by a third party, the
permittee shall postpone cutting the pavement until the intended third partyhas acquired apermit from
the City to perform the required restoration work.
Special Conditions Page 5 of 5
PERMIT NO.4297
Eisenhower & Coachella Drive / Sewer Lateral Hookup / L Q Golf Estates I
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, WEKA, Inc., hereinafter referred to as "Permittee", shall be responsible for providing continuous dust
and erosion control.
This permit or copy of it shall be on the work site for inspection during the actual work performed. .
4. The permittee shall have on site a sufficient amount of K-Rail prior.to start of construction.
5. The permittee shal I not encroach upon the entrance into Centex Homes without prior approval from the
private land owner whom is being encroached upon. The entrance to Legacy Villas must me open at all
times.
6. The permittee is required to provide an informative message board (approved by the City Engineer)
informing the commuters using the affected roadways of possible traffic delays, time of construction,
and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior
to the start of traffic delays.
7. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
8. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,.1982), throughout the
work site, the Permi ttee 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 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 1st 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 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.
Special Condition's Page 1 of 5
PERMIT NO.4297
Eisenhower & Coachella Drive / Sewer Lateral Hookup % L Q Golf Estates I
9. 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.
10. Pursuant to Section 14.16.110 of the La Quinta 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.
11. Pursuant to Section 1.4.16.250 of the La Quints 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.
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.
12. 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.
13. Should additional wrorlc, materials, or modifications of the work be required in order to meet City'
standards, safety req u i rements, 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.
14. 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 Speel fications 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 compactio„ 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 backfi 11 operations.
Special Conditions Page 2 of 5
PERMIT NO.4297
Eisenhower & Coachella Drive / Sewer Lateral Hookup / L Q Golf Estates I
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. sliL:II 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 t l 1 : s portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted Cor the remainder of the project.
E. In subsequent 1 en gths 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
Inspector), sbaI I 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 Curnished to the City Inspector.
y
15. 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 bac;tifi tied in the same day. Excavated trenches shall not be allowed open overnight,
however, Permittee n,ay 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.
Page 3 of 5
Special Conditions
PERMIT NO.4297
Eisenhower & Coachella Drive / Sewer Lateral Hookup / L.Q Golf Estates I
16. ' All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
17. Access and egress to all local properties shall be maintained at all times.
18. 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
exist] rig of aspl i a I i concrete over the same existing thickness 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.
C. Permanent pavet ctit replacement shall be installed using a City approved 3/4" max medium
asphalt concrete as the base course lift and a City approved %2" 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 Overl ay - 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 jof!it created next to the existing unmilled pavement surface. The cold -milled area
and base aspha![ concrete in the trench area shall be overlaid witha City approved C2-AR-4000
asphalt concrete niix. The width of the cold milling area shall be as follows:
• For lotlgitudinal trenches located in a parking lane: three (3) feet outside the sawcut
removal. iir.cs.
For longit:,d i nal trenches located in 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 c:ipping operations are not performed in the same day as base paving operations,
the base course l: f t of/4" max medium asphalt concrete shall be installed from saw -cut edge to
saw -cut edge f 1 uslt with the existing street surface. The base course lift of paving shall not be left
0.10' low in aniicipation of grinding and capping.
Special Conditions Page 4 of 5
PERMIT NO.4297
Eisenhower & Coachella Drive / Sewer Lateral Hookup / L Q Golf Estates I
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.
19. Permittee shall perman ently stabilize any and all soil' that was disturbed as a result of work performed
under this permit w i th an approved dust control treatment. Soil stabilization shall be done immediately
after completing the operation.
20. Pursuant to Chapter 1.2.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (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 Trick ).2 oute 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.
21. The City of La Quinta reserves the.right to revoke, suspend or void this permit at. any time.
22. The permittee shal l i i udernnify, hold harmless and assume the defense of the City from all damages,
delay costs, costs or ex penses in law or equity that may arise out of work under this permit.
23. 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 5 of 5
Special Conditions
- - j City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 4297
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 Quint.a 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 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 be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
V.
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 or equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17
BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive depths. Care is.to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater, compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
❑ 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 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
❑ R20
TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the placement of the temporary pavement exceed a five (5) day limit.
® R21
PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 4 ) inches of A.0 surfacing placed on a ( 6 )
inch ( crushed ) aggregate base shall be placed no later than ( 3 ) 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.
n; City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 4297
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 (1/4") 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 ''/i') 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 be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
City of La Quinta
r },
® 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 or equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17
BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
❑ 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 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
❑ R20
TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the placement of the temporary pavement exceed a five (5) day limit.
® R21
PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 4 ) inches of A.0 surfacing placed on a ( 6 )
inch ( crushed ) aggregate base shall be placed no later than ( 3 ) 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.
s
PERMIT NO.4297
Eisenhower & Coachella Drive / Sewer Lateral Hookup / L Q Golf Estates I
In addition to the standard permit conditions, the following shall.apply:
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. WEKA, Inc., hereinafter referred to as "Permittee", shall be responsible for providing continuous dust
and erosion control.
3. This permit or copy of it shall be on the work site for inspection during the actual work performed.
4. The permittee shall have on site a sufficient amount of K-Rail prior to start of construction.
.5. The permittee shall not encroach upon the entrance into Centex Homes without prior approval from the
private land owner whom is being encroached upon. The entrance to Legacy Villas must me open at all
times.
6. The permittee is required to provide an informative message board (approved by the City Engineer)
informing the commuters using the affected roadways of possible traffic delays, time of construction,
and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior
to the start of traffic delays.
Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
8. 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 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 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. io 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.
Special Conditions Page I of 5
PERMIT NO.4297
Eisenhower & Coachella Drive / Sewer Lateral Hookup / L Q Golf Estates I
9. 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.
10. Pursuant to Section 14.16.110 of the La Quinta 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.
11. 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.
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.
12. 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.
13. 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.
14. 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.
Page 2 of 5
Special Conditions
PERMIT NO.4297
Eisenhower & Coachella Drive / Sewer Lateral Hookup / L Q Golf Estates I
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.
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
Inspector), 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.
15. 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.
Special Conditions Page 3 of 5
PERMIT NO.4297
Eisenhower & Coachella Drive / Sewer Lateral Hookup / L Q Golf Estates I
16. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
17. Access and egress to all local properties shall be maintained at all times.
18. ' 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 existing thickness 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 3001inear feet of trench.
Verify exact structural replacement section thicknesses with the City prior to installation.
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'/2" 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 unniilled 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 located in 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.
Special Conditions Page 4 of 5
PERMIT NO.4297
Eisenhower & Coachella Drive / Sewer Lateral Hookup / L Q Golf Estates I
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.
19. 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.
20. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (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.
21. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
22. 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.
23. 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.
Special Conditions Page 5 of 5
t
N
W_�>_s
NO SCALE
EXISTING
WATER -FILLS
K-RAIL
INSTALL WATER -FILLED
"
K-RAIL TO PROTECT THE
TRAFFIC SIGNAL POLE fj
C-17
25
009TIN0
SEE NOTE 4
C-18
R KEEP
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C-20 (LT) --; - C-17
EXIVING KEEP
\111dD CCWE!\ RIGHT 25 � �
�rn nos�o
ANlAD C-18
mwcn
POST 500 FT SOUTH OF AVE 5 ,�
C= ) a
ar=c=
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EISENHOWER DR.
W-1 (R>)
SAN VI
LAKE
LAGUNA
EXI ING
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ST.
or�oor=
TO WASHINGTON ST.>
COACHELLA DR.
CLOSED BY THE CONTRACTOR) 55
�<D
3.
,
G
Sewer Line for L. Q. Golf Estates
,IVVEKA Tops N BarricadesInc.
(800)852-TOPS Ron Fifield CALTRANS T-1-2
m Da% Pamh Nwiber
1 1/10/05 To Be Issued on Approval
r ,
X
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF
TRANSPORTATION (CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES.
S
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE
N
PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND
MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS.
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE
OF CUT AND THE NEAREST TRAFFIC LANE. THERE IS ALREADY ADDITIONAL PAVEMENT ADDED TO THE NORTHWEST EDGE FOR THE ADDITIONAL
TRAFFIC FROM TRANSWEST HOMES SEWER LINE CONST ANY HOLES IN THIS TEMPORARY PAVEMENT WILL NEED TO BE PATCHED BEFORE THIS
TRAFFIC CONTROL IS INSTALLED.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS DAY FOR APPROX. 3 DAYS.
ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS.
7. TRAFFIC SIGNALS AT COACHELLA DR. & EISENHOWER DR. & AVD. FERNANDO & EISENHOWER SHALL BE ON RED FLASH.
Q�ter C'_00-
`
N
W�E
NO SCALE
EXISTING
WATER -FILLED
K-RAIL
INSTALL WATER -FILLED EXISTING
K-RAIL TO PROTECT THE DELINEATORS
TRAFFIC SIGNAL POLE `
C-17 1
,rl_,
500 FT
�00 FT
C-20
EXfiING
Luxe
'. cam:
w-1
C-17
° t°I
25 m
EISENHOWER DR.
SAN VI
COACHELLA DR.
�1B ; (ALREADY CLOSED BY THE CONTRACTOR)
55
` C-17 �d� U Sewer. Line for L. Q. Golf Estates
w�na camaaa+ Taft C"&d cw&adm ill
WEKA Tops N Barricades, Inc.
phwm ey ea:ea an smna�a�
(800)852-TOPS Ron Fifield CALTRANS T-12
W-I p) oem
uu�cr. 1 1/10/05 To Be Issued -on Approval r .
` A .
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF , .
TRANSPORTATION (CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES.
�2. TRAFFIC'CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO.FACILITATE
1 ' PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. • C`'
AVENI DA FERNANDO
FTC-17 C-20 (RT) 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND
MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS.
tD 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM T BETWEEN THE EDGE .
. ..
c-1 OF CUT AND THE NEAREST TRAFFIC LANE. THERE IS ALREADY ADDITIONAL PAVEMENT ADDED TO THE NORTHWEST EDGE FOR THE ADDITIONAL .
TRAFFIC FROM TRANSWEST HOMES SEWER LINE CONST. ANY HOLES IN THIS TEMPORARY PAVEMENT WILL NEED TO BE PATCHED BEFORE THIS
N°UR C-18 TRAFFIC CONTROL IS INSTALLED.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
troy°, 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS DAY FOR APPROX. 3 DAYS.
ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS.
POST 500 FT SOUTH OF AVE 50 7. TRAFFIC SIGNALS AT COACHELLA DR. & EISENHOWER DR. & AVD. FERNANDO & EISENHOWER SHALL BE ON RED FLASH.
N
ws
NO SCAT
INSTALL WATER -FILLED
K-RAIL TO PROTECT THE
TRAFFIC SIGNAL POLE
C-17
absrixo �
SEE NOTE 4
C-19
\ROJID\.
KEEPTm
Ann
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EXISTING
WATER -FILL
K-RAIL
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EXISTING
DELINEAT01
4p STING
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to � 1M�44
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00 FTC-17 C-20 (RT)
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man
500 FT
00 FT
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POST 500 FT SOUTH OF AVE S0 W
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KEEP C-17
RI+O, HST 25 a20
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p a O C=G7O p `p C= C= � o000 �oCG
W-1 (RT) END
C0113TRUCTION
EISENHOWER DR.
SAN VICENTE ST.
LAKE
LAGUNA
a
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A040G71�7c
pp
TO WASHINGTON ST.>
COACHELLA DR. .
MADY CLOSED BY THE CONTRACTOR) 55mN {
Sewer Line for L. Q. Golf Estates a
pm* contractor T-ft NaCee17' _
WEKA Tops N Barricades, Inc.
on%�
(800)852-TOPS Ron Fifield CALTRANS T-12
Sheet bw DO Pod Rmber
1 um 1/1 05 To Be Issued on Approval
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF
TRANSPORTATION (CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES.
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE
PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND
MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS.
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM T BETWEEN THE EDGE
OF CUT AND THE NEAREST TRAFFIC LANE. THERE IS ALREADY ADDITIONAL PAVEMENT ADDED TO THE NORTHWEST EDGE FOR THE ADDITIONAL
TRAFFIC FROM TRANSWEST HOMES SEWER LINE CONST ANY HOLES IN THIS TEMPORARY PAVEMENT WILL NEED TO BE PATCHED BEFORE THIS
TRAFFIC CONTROL IS INSTALLED.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS DAY FOR APPROX. 3 DAYS.
ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS.
7. TRAFFIC SIGNALS AT COACHELLA DR. & EISENHOWER DR. & AVD. FERNANDO a EISENHOWER SHALL BE ON RED FLASH.
N I
W�b
NO SCALE
C-18
/ aow\
7 CORSTM
AHM
L. Q.
RESORT
c..
KEEP
axI nxo RHO±
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EXISTING
® DELINEATORS
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END
EISENHOWER D.R.
SAN VI
COACHELLA DR.
(ALREADY CLOSED BY THE CONTRACTOR)
ST.
TO WASHINGTON ST.>
55
PMIWNam
0 g/ N.�1� B FS
\o SewerPd= �Line for L. Q. Golf Estates �r
WEF(A Tops N Barricades, Inc.
50 FT re P-P-0By
eazea on sm,xmra
o r C�17 (800)852-TOPS Ron Fifleld CALTRANS T-11
' rraw
1 SteM m 1/10/05 To Be Issued on Approval
AVEN I DA F ERNAN DO NOTES; 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF
jI 50 TRANSPORTATION (CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES.
7 C-20 (RT) 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE
PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE.
mruHe 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND
500 FTn MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS.
C-20 (RT) 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE
OF CUT AND THE NEAREST TRAFFIC LANE.
J G18 CLOM
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
500 FT , ARM 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. IF THE CITY OF LA QUINTAAPPROVES THE CLOSURE FOR OVERNIGHT,
AHEAD ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS.
\ , 7. TRAFFIC SIGNAL AT COACHELLA DR. & EISENHOWER DR SHALL BE ON RED FLASH.
INSPECTION REQUEST
4 fvm
3. Fik
W"'sPGcUQnsXDailYCQnsL)ds
DAILY CONSTRUCTION
REPORT
DATE
DAYS
T
By: Pace I of —Pagcs
Ti0c -4U4:X� --.
4-10- -44
�N
NO SCALE
�e
»oCiQ
H
C.C--- ew-f—
750 FT
NOTES! 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS)
MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES.
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TOFACILITATE PUBLIC SAFETY AND
TRAFFIC FLOW IF DEEMED NECESSARY BY CALTRANS PROJECT ENGINEER OR CITY OF TIMBUCKTU REPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN
ACCORDANCE WITH TRAFFIC CONTROL PLANS.
4. CONTRACTOR SHALL MAINTAIN AMINIMUM 10'TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BEA MINIMUM T BETWEEN THE EDGE OF CUT AND THE
NEAREST TRAFFIC LANE.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND,
RETURNED TO NORMAL..
7. THIS IS ATYPICAL AS THE MAY NEED TO MOVE FURTHER ALONG THE ROAD OR TO THE OPPOSITE SIDE.
r
`Rxl 1 TaUO '
cuoem' I�xtADi
ARM
aioxi�it ie. , � �isooua�,•,
aaelo ixr�l,p✓
►x�o �
500 FT 500 FT 500 FT 500 FT
A A A A
120
MAJOR MESS 2
Rho ow"dw rkftft
I. B. Broke Tops N Barricades, Inc.
Ph" p am By BUM 0 $t6 ftft
(800)852-TOPS Ron Fifleld CALTRANS T-11
1 7/2/02 To Be Issued on Approve
.�4cr S
w $ DUNE PALMS RD. l
NO SCALE s:.l
ADAMS ST. - - � _ - t • MIRA FLORES HOMES .
{... ®..®..®..�,.®..®..®.: c-zo(Ln -STORM CHANNEL
}I NEW PROJECT SITE a ` I c-zo can C-18
RA
�' '� k, e y pa. t;E • Cl9EE0�.�' .;� cowsx'�'
81NUC 1
1 s I I ElOSM
0_ : ;r.. WELL
:,.� i�
SITE q t
I �..... v.. ®.. ® ^ ... soe FT.. 50d FT I ��.
pf >n.f Fni� J+ w
� sy+i.
10
AVE.48 .��.
- _
- RANCHO I : ]RANCHO LA QUINTA
. LA QUINTA
RANCHO LA QUINTA EMPLOYEE PARKING 'GOLF COURSE MAINT.
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) Y
MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES . �wovedBy-Pats Speed umn
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND 50
TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. µ Project Nam �A
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN Install Sewer for New Project on Ave. 48 &Adams
ACCORDANCE WITH TRAFFIC CONTROL PLANS.
Prime 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE H.. T Ompson Const. Tops N Barricades, Inc. Traffic CM*01
NEAREST TRAFFIC LANE.
rV
5. ACCESS To PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. (800)852-TOPS Ron Fifield CALTRANS By Based on Standard
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE.DURING WORK HOURS ONLY. --AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND, NumberSheet p permitNumber
RETURNED r0 NORMAL. 2 .of 2 2/3105 To Be Issued on. Approval
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INSPECTION REQUEST
Inspection Date:
Monday, 03/14/05
Permit #:
4297
Contractor:
Mike @ WEKA
Phone #
909-645-0174
Project Location:
Coachella @ Eisenhower
Tract #
Type of Inspection•
Digging up intersection and looking for a leak.
Inspector:
i IO WOAO�
Call Received:
03/11/05 @ 2:44 p.m.
Project
Job No.
Client
Contractor
Project Mgr
DAILY CONSTRUCTION
REPORT
WEATHER
TEMPERATURE
WIND
HUMIDITY
DATE
DAY
S I M T I W I TH F S
Brite
Clear
Overcast
Rain
Snow
To 32
32-50
50-70,
70-85
85 up
Still
Moder
High
Report No.
Dry
Moder
Humid.
AVERAGE FIELD FORCE
Name. of Contractor
Non -Manual
Manual
Remarks
VISITORS
Time
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CONSTRUCTION
�Fl��1111 VIVO
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Inspector
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. Sladden ' Engineering
Q 314
V82 Stanton Ave., Suite A, Buena Park, .CA 90621, _ (714).523-0952. • .' Fax:.(71.4) 523-1:369
397725 Garand Ln., Suite G, Palm. Desert, CA.92211 (760) 772=3893 Fax'(760) 772-3895 ::.. , ••
DateV15
Job No. 7 22 — 50 o .y
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FIELD MEMO :.
Pro'ect.Name �U L �i IA'D c2 � -�J; S
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Site.Address
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Job -Phone.
Work Done � �----�
evil
Test Summary / Footings Inspected
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No.
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Dry
Density
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�i Field -Tech. Super. or Agent
24-hour notice requested to schedule Field Tech niciam,Thank you for the opportunity -to be -of service.
F'.`vY !+<4 cad � `c.s`..�le �.. aTY
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DAILY CONSTRUCTION
REPORT
DATE��-
S M T 13W 1 TH F P
DAY
WEATHER
Project
.Job No.
TEMPERATURE
Client
Contractor
WIND
Project Mgr AQ:&- -C,,
HUMIDITY
Brite
Clear
Overcast
Rain
Snow
To 32
32-50
50-70
70-85
85 p
Still
Moder
High
Report No.
Dry
Moder
Humid
ELD FORCE
Name of Contractor
FTime
Non -Manual
Manual
Remarks
Representing
Representing
Remarks
EQUIPMENT AT THE SITE
� ,
- � P'No- COCIN ACTIVITIES_
&CIUMMMMOWPINEW FONT: 6ry
Distribution: I. Project Manager
2. Field Office
3. File
4. Client
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Page I of Pages
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I DATE
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DAY T
PrOjCrA WEATHER Brice Clear Overeaal
kq Rea is..
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Remarks
7045 I15 up
Rcport No.
Page I of Pages
By- Ze
Tide � .
INSPECTION REQUEST
Inspection. Date:
Thursday, February 10, 2005
Zt
Permit #:
4297
Contractor:
Mike @ WEKA
Phone #
909-645-0174
Project Location:
Coachella and Eisenhower
Tract #
.L 49
Type of Inspection•
Removing manhole boxes and backfill around
manhole
Inspector:
Harvey
Call Received:
02/09/05 @ 3:43 p.m.
6
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DAILY CONSTRUCTYON
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REPORT
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Job No.
(;lj�
-TEMPERATURE To32
31•50 s0-7o 704E 85 'p
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Mods Ni6b Report No.
HUMIDITY Dry
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By: Page I of Pages
Tide
INSPECTION REQUEST
Inspection Date:
Tuesday, 02/09/05
Permit #:
4297
Contractor:
Mike @ WEKA
Phone #
909-645-0174
Project Location:
Eisenhower/Coachella
Tract #
Type of Inspection•
Stacking manholes inside country club — closing
street down to one lane.
Inspector:
�Aary-o'j
Call Received:
02/08/05 @ 3:04 p.m.
I DAILY CONSTRUCTION
I' REPORT
I DATE —/!2t?_
S M T W TH F S
DAY
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DATE_0c2—
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op I
S
T W TH F S
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. ProjCCi
WEATHER Brim
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Job No. 7TEMPERATURE
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31-50 sa7o
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Page t of _Pages
By - Tide
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INSPECTION REQUEST
Inspection Date:
Monday, 02/07/05
Permit #:
4297
Contractor:
Mike @ WEKA
Phone #
909-645-0174
Project Location:
Coachella / Eisenhower
Tract #
Type of Inspection:
Sewer
Inspector:
Harvey
Call Received:
02/04/05 @ 3:20 p.m.
i
DAILY .
CONSTRUCTION
REPORT
' DATE
• S M T W TH F DAY S
Project WEATHER Brite Clear Overcast
Rain Snow
Job No. X
Client _ TEMPERATURE To 32 3Z•50 50.70 70-85 85 up
Contractor
,I jgg
Project ms. WIND salt Moder High
'AReport No.
HUMIDITY Dry Moder Humid
. x
AVERAGE FIELD FORCE
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LC.LWJ, .lac .. Mdn°al Remarks
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F:\prvdeptls uller\inspecU0nSkDai1yConst.)ds BY
Title d LC r,Cl�_
INSPECTION REQUEST
Inspection Date:
Friday, 02/04/05
Permit #:
4297
Contractor:
Mike @ WEKA
Phone #
909-645-0174
Project Location:
Eisenhower / Coachella
Tract #
Type of Inspection:
Sewer Line
Inspector:
Harvey
Call Received:
02/03/05 @ 2:48 p.m.
Project
Job No.
client
Contractor
Project Mg; -
Distribution: I. Project Manager
DAILY CONSTRUCTION
REPORT
DATE_�Z
DAYE==
WEATHER BM JClear lovercast m__-
TEMPERATURE
WIND
HUMIDITY
32
Dry _ J Moder l Humid
Report No.
85 up
2. Field Office
3. File Page l of
� Pages
F:\pwdep
tali\fullerYnspectionslDail.yConst.,ds By. _ r ^
Title �l _ Q
INSPECTION REQUEST
Inspection Date:
Thursday, 02/03/05
Permit #:
4297
Contractor:
Mike @ WEKA
Phone #
Project Location•
Eisenhower and Coachella
Tract #
Type of Inspection:
Sewer Lines
Inspector:
I �,
Call Received:
02/02/05 @ 3:19 p.m.
i
1 DAILY CONSTRUCTION
' REPORT
I DATE��_p/ — p�
S M T W TH F S
DAY
1. Field Office
3. File
1 u t
F.<�wd VWCIalt�tulleNnspections%DailyConst.)ds
By: Z,
Page 1 of _Pages
Tide--
INSPECTION REQUEST
Inspection Date:
Wednesday, 02/02/05
Permit #:
4297
Contractor:
Mike @ WEKA
Phone #
909-645-0174
Project Location:
Eisenhower / Coachella Drive
Tract #
Type of Inspection:
Inspector:
Harvey
Call Received:
02/01/05@ 3:32 p.m.
NOTE:
With proper validationQ•
this form constitutes an CITY OF LA QUINTA
encroachment permit c,
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit — Class III
DATE: 01-07-05 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION EISENHOWER AND COACHELLA DRIVE
LA A GOLF ESIALET
(Street address or Description of Location) '
PURPOSE OF CONSTRUCTION, ON & OFF —SITE SEWER INSTALLATIOIetch (attach construction plans if appropriate)
DESCRIPTIOfOOF HISNG �OL .
DIMENSION OF INSTALLATION OR, REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ 11,000.00
(Including removal of all obstruction, materials', and debris, badtfilling; 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, liabirities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work.
Signature of Applicant or det
JARED @ WE1ZA INC.. .826 BROORSIDE AVE. SUITE B, RE19ANDS, CA 92373 909-528-6824
Name of Applicant (please print) , Business Address Tele hone No.
WEKA INC. / 826 HR88UMB AVE., SUITE B, REDLANDS, CA 92373 909-788-3221
Name of Contractor and Job Foreman Business Address ' Telephone No.
670100 .9 1 7 S
Contractor's License No. City Business License No.
DAVIS & GRABBER. 1143223
Applicant's Insurance Company Policy Numbe
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 $ 330.00
Permit Fee 100.00
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
Received by
Recorded by
$ 430.00
Date_ T_
PERMIT VALIDATION
PERMIT NO. 4297
DATE APPROVED
EXPIRATION.DATE
gy T 'IS yI��}
Administrative Authority
Telephone: (760) 777-7075
' N
_ w�n
NO SCALE
INSTALL WATER -FILLED
K-RAIL TO PROTECT THE
TRAFFIC SIGNAL -POLE
C-17
25
.SEE NOTE 4
C-18 3 i
SUP
RIGHT /
L. Q.
RESORT
500 FT
00 FT
EXISTING
WATER -FILLED
K-RAIL
EXISTING
C-17
- `AVENIDA FERNAND
FTC-17
25
C.20 (RT)
%W a1
POST 500 FT SOUTH OF AVE
M
Sewer Line for L. Q. Golf Estates
VVEKA Tops N Barricades, Inc.
MrKwm
(800)852-TOPS Ron Flfleld CALTRANS T- 2
1 1/10/05 To Be Issued on Approval
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF
TRANSPORTATION (CALTRANS MANUAL OF TRAFFIC CONTROLS IFOR CONSTRUCTION AND MAINTENANCE WORK ZONES.
2, TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. PDDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE
PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE.
S.. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND
MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS.
4. CONTRACTOR SHALL MAINTAIN AMINIMUM ITTRAFICLANE WIDTHATALLTIMES. THERE SHALL BEA MINIMUM TBETWEEN THE EDGE
OF CUT AND THE NEAREST TRAFFIC LANE THERE IS ALREADYABDITIONAL PAVEMENT ADDED TO THE NORTHWEST EDGE FOR THE ADDITIONAL
TRAFFIC FROM TRANSWEST HOMES SEWER LINE CONST. ANY HI LES IN THIS TEMPORARY PAVEMENT WALL NEED TO BE PATCHED BEFORE THIS
TRAFFIC CONTROL IS INSTALLED.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES.
S. THIS TRAFFIC CONTROL SHALL. BE IN PLACE 24 HOURS DAY FORAPPROX. S DAYS,
ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS.
7. TRAFFIC SIGNALS AT COACHELLA DR A EISENHOWER DR. d AVD.I FERNANDO 8 EISENHOWER SHALL BE ON RED FLASH.
N
W�R
NOSCALE
�a
' EXISTING C,18
<
EXISTING EXISING '� ' � LAKE
wn
�
Q � '' LAGUNA
. \ tEXIING,
°° \ \ 55
wo
fA Sewer Line for L. Q. Golf Estates
i0 FT VVEKA Tbps N Barricades, Inc.
r 74By BOW anstmmd
C-17 (800)852-TOPS, Ron Flfleid CALTRANS T-11
.-25 1 1/10/05 To Be Issued on Approval
AVENI DA FERNAN DO [SS, 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF
TRANSPORTATION (CALTRAN3 MANUAL OF TRAFFIC CONTROILSR CONSTRUCTION AND MAINTENANCE WORK ZONES.
WD (RT) 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. DITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATEPUBLIC SAFETYAND TRAFFIC FLOW IF DEEMED NECESSARY BY ITY OF LA QUINTA REPRESENTATIVE.
9. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPE TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND
C-20 MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS.
4 CONTRACTOR SHALL MAINTAIN A MINIMUM IT TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE
c tc OF CUT AND THE NEAREST TRAFFIC LANE.
5 ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES,
S. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. IF THE CITY OF LA QUINTAAPPROVES THE CLOSURE FOR OVERNIGHT,
ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE AND ALL $ARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS.
7, TRAFFIC SIGNAL AT COACHELLA DR. $ EISENHOWER DR SHALL BE ON RED FLASH.
i
JW
}sCALE
INSTALL WATER -FILLED
K-RAIL TO PROTECT THE
TRAFFIC SIGNAL POLE
C-17
I FT
FT
EXISTING
WATER -FILLED
K-RAIL
EXISTING
n LxKW LAKE
u L
EX�INO � C-17 1 ' "
1 I
® PoONT 25,E o LAGUNAFT
EXI INO 011
EISENHOWER DR. �` TO WASHINGTON ST.>
COACHELLA DR.
ALREADY CLOSED BY THE CONTRACTOR)
V-C17 ""\•
w.1(LY)
AL
AVE FERNANDO "
1'
FTC-17 C-M (RT)
25 1 C-1
I.-
ANND C-18
POST 500 FT SOUTH OF AVE W
SAN VICENTE ST.
55
Sewer Line for L. 0. Golf Estates
WEKA Tops N Barricades, Inc.
(800)852-TOPS Ron Fifield CALTRANS By T-12
1 1/1 05 To Be Issued on Approval
NOTES: i. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF
TRANSPORTATION (CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES.
2. TRAFFIC CONTROL SHOWN HEREIN ISTHE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE
PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND
MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS.
4. CONTRACTOR SHALL MAINTAIN A MINIMUM ITTRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BEAMINIMUM YBETWEENTHE EDGE
OF CUT AND THE NEAREST TRAFFIC LANE. THERE IS ALREADY ADDITIONAL PAVEMENT ADDED TO THE NORTHWEST EDGE FOR THE ADDITIONAL
TRAFFIC FROM TRANSWEST HOMES SEWER LINE CONST. ANY HOLES IN THIS TEMPORARY PAVEMENT WILL NEED TO BE PATCHED BEFORE THIS
TRAFFIC CONTROL IS INSTALLED.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS DAY FOR APPROX. 3 DAYS.
ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS.
JeCALE
500 FT
500 FT
EXISTING
onnxo
W FT
C-17
- — 25
AVENIDA FERNANDO
�•
kLL_LL1�,L�
EISENHOWER D.R. f
SAN VICENTE ST.
COACHELLA DR.
(ALREADY CLOSED BY THE CONTRACTOR)
LAKE
LAGUNA
TO WASHINGTON ST.>
Sewer Line for L. Q. Golf Estates
e rdW�r lTd ordd ontrmm
WEKA Tops N BaA'cra'adesr Inc.
(800)852-TOPS Ron Fifleld CALTRANS By Bmd to T 11
1 1/10/05 To Be Issued on Approval
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF
TRANSPORTATION (CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES .
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE
PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND
MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS.
4, CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM T BETWEEN THE EDGE
OF CUT AND THE NEAREST TRAFFIC LANE.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
S. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. IF THE CITY OF LA QUINTAAPPROVES THE CLOSURE FOR OVERNIGHT,
ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS.
7. TRAFFIC SIGNAL AT COACHELLA DR. 8 EISENHOWER DR SHALL BE ON RED FLASH.
- -PUBL.�i�C-W.OIICS-EPARTMINT .. .
APPLICATION FOR PERMIT
• Date: 7/05
Location of Construction: -
L..�. IbL God st E 5, k.,ke y
�;yw•�.oMa,r� Co
Purpose of Construction:
`
Description of Construction: 8`�`u-Pr
�toZ%✓ o� Co-✓�r/
Dimension of Installation or Removal:
//O
Approximate Construction Start Date:
Approximate Construction Completion Date:
Estimated. Construction Cost: $
Estimated Construction Cost shall include the removal of obstructions, materials, and debris, back -filling, compaction and
plug permanent resurfacing and or replacing improvements
Contact Name:
Name of Applicant: K.4
Applicant Address:
Applicant Telephone Number:_ (O'Oq
Phone Number: 9,9,9
8 3)-?1
Name o> Contractor: WEk q lNG
Contractor. Address: R r00%s,44 q,,- Sam A ���/�aew/ Gy �.137 ?
Contractor Telephone Number: 94y-
Contractor State License Number:` 670100
Contractor City Business License Number:
► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED A
Applicant or Contractor General Liability Insurance Companyy:
J:)ayi-:., �l, �kla,,d AW Wl * 5 Cf4 `�a3�y
Applicant .or Contractor General Liability Insurance Policy Number:
L17
Office Use Only:
Inspection Fee: .
330:. 7j
Permit Fee:
As -Built
Deposit
Dust Control
Deposit:
Credit
Amount
TOTAL FEE DUE:
t' v
Office Use Only:
Assigned Permit Number LA 21-
Approval Date:
Expiration
Date:
Issue
Date:
Administrative Authority:
4.1 1 MI
0
LEXINGTON INSURANCE COMPANY
' 'Administrative Offices: 100 Summer Street, Boston, Massachusetts 02110-2103
(hereinafter called the Company)
COMMERCIAL GENERAL LIABILITY DECLARATIONS
POLICY NO: 1143223
NAMED INSURED: WEKA, INC.
1127 MENDOCINO WAY
REDLANDS CA 92374
POLICY PERIOD: From: 05/01 /04 To: 05/01 /05
(12:01 A.M. Standard Time at your mailing address shown
RENEWAL NO.: 1142031
IN RETURN FOR THE PAYMENT OF THE. PREMIUM, AND SUBJECT TO ALL TERMS OF THIS POLICY, WE AGREE WITH
YOU TO PROVIDE THE INSURANCE AS STATED IN THIS POLICY.
GENERAL AGGREGATE LIMIT (Other Than Pro -Comp Operations)
$ 2,000,000
PRODUCTS -COMPLETED OPERATIONS AGGREGATE LIMIT
$ 1 , 000, 000
PERSONAL & ADVERTISING INJURY LIMIT
$ 1 , 000, 000
EACH OCCURRENCE LIMIT
$ 1 , 000, 000
FIRE DAMAGE LIMIT
$ 1 , 000, 000 Any One Fire
MEDICAL EXPENSE LIMIT
$ EXCLUDED
X DEDUCTIBLE: $ 2,500 per OCCURRENCE
SELF INSURED RETENTION $ aggregate
Forms of Business: [ Individual [ Partnership [ Joint Venture[X Organization (Other Than Partnership
or Joint Venture)
BUSINESS DESCRIPTION: UNDERGROUND UTILITIES CONTRACTOR
CLASSIFICATION PREMIUM BASIS I RATE .s I ADVANCE PREMIUM
SEE SCHEDULE OR COMPOSITE RATE ENDORSEMENT
Total Advance Premium For This Policy:
Minimum Annual Premium For This Policy: $ 71 , 034
Minimum Earned Premium For This Policy: $17 , 759
ENDORSEMENTS ATTACHED TO THIS POLICY: AS PER SCHEDULE
OCC-SGL (07/97)
LX9101
°State Tax = $ 2131
217�,;Stamp Fee=$
BY
INSURED'S CC