2637Witl�r'validation '
this form constitutes an
CITY OF LA. UINTA U
=� encroachment pe;mlt t
'; -•, -� + ., {* APPLICATION FOR PERMIT '' $
•PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) �ww�
'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
• • ' max. .
4,'o Subdivision Improvement Permit — Class III
' •' DATE: Minor Improvement Permit Class IV., � y
LOCATION OF. CONSTRUCTION Avenue 510 from 4adisan I1frestl; to.
. ; : 1,920 feet v"t of Park AVetttue `
(Street address or Description of Location)
r.' • I ' "ItIstal.l.atian off' r�ewar '3 ., `
i PURPOSE OF CONSTRUCTION Sketch (attach construction plans if appropriate)
forte main� •� �_
s': DESCRIPTIONIOF CONSTRUCTDION Bxoa atioz� &
�; Qkg cf 040 dayetr force mniw atee 103AoF4 SER ATTAMA :C0*D1T1O1gS_ - 4� �
DIMENSION'OF INSTALLATION OR REMOVAL Vl1rI681; AAA '618noo' SEE APPRp'S�J. •CVWP ,PLg6'y. '�'1*TLEAs
+ r "S�+ R ' ROVV PI NS, � 24%1? -VALLEY'
6IAi" it • BECLAMA'�tox P1 W NO:* 4 -(W"4)
i
SIZE OF EXCAVATION;•IF�NEEDED' yAri�an: na#- nl�nst r .' ilMtl+>qq�-VOIICE MAIN 140..•21 ,M;M&Wr 2,
r+ cC .� rrc •I ,'�'�. - - - ` AtIF.1��7fi 50 �j + r-• .
'APPROXIMATE TIME WHEN WORK WILL BEGIN A113/97 d/ " `' V • r
t APPROXIMATE TIMEtOF COMPLETION 10115197'' +-.. ,' � 4"+ ' F r
'ESTIMATED CONSTRUCTION COST
a" (lncluding'removal of, all•obstr6cti6n, 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: r ;
Indemnify; defenb,and save the City, its authorized agents, officers, representatives and employees, harmless from'and against any'and all
N penalties,. liabilities or 'loss -resulting, from claims or,court action and arising out.of any accident, loss or:damage 'to persons; or propeerty ,
iIhappening'or occurring as a,proximate result of any work undertaken under the'permit granted pursuant to,this'application�' •`.
41
Notify'the AdMinistrative Authority at least twenty-four (24) hours 'in advance of the time whenowork ;will'be started.'
'Comply.with.. all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulationsof the City of _•
La Qui4a and'tc pay for any additional replacement•necessary as the result of this work ` ' ' I , -e ;
4
COACHELLA.VALLEY WATER.DIS.TR.(CT ''. rCHECK NO.
COACHELLA, CALIFORNIA .REMITTANCE STATEMENT 0 2 0 8 3 3""
INVOICE DATE INVOICE NO. D E S C R I P T I O N GROSS DISCOUNT ' NET-
BALANCE �y
1649/1220
_ >^'
` 2 .F.V v.;. -
*ATE;?, � `•"a�sn .Y"e:.�.'�_ : - .: , .-. CHECK NO. 0208-33
COACHELLA VALLEY WATER DISTRICT NOTE: FOIL IMAGE
P.O. BOX 1058,COACHELLA, CALIFORNIA 92236 W 'A' R N I N G DATE OF CHECK ' AMOUNT OF CHECK
^.t HWY. 111 AND AVE. 52, COACHELLA, CA 92236 DO NOT CASH UNLESS YOU CAN VERIFYSAF
OIS T R I v ` - `TH ONOTHE BACKS OLD ATA 5ON THE FACE ANG E TOWARD AND AWATERMARK • - '
OR AWAY FROM LIGHT, OR MARY. WITH THE EDGE
,OF A COIN OR DARK HIGHLIGHTER.. 08/08/97 _ **7,352.00** ,
SEVEN.THOUSAND.THREE HUNDRED FIFTY TWO DOLLARS AND NO CENTS
PAY TO THE ORDER OF: r
n �' VOID AFTER 180 DAYS
to
m c
L y r , ,GENERAL FUND
CITY -OF LA QUI NTA COACHELLA VALLEY WATER DISC ICT
• cn 8 78-496 CALLE TAMPICO F '
LA QUI NTA; CA. 92253
BY
1.16m8a ` WARNING- THIS MICR NUMBER SHOWS
. t 60.9 S. "lo..CA9 lie0 208 3 3n' i. 12 20004961.• -2 7400 L 30"Mum � i- THROUGH THE BACK OF THE CHECK
i Lm Argeks, CA 90071
S
r NOTE:
With proper validation
this form constitutes an
encroachment permit CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements,, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit — Class I I I
N�ngt Improvement Permit Class IV
(Street address of Description of Location
PURPOSE OFCONSTRUCTION �s -� �O✓t
OF INSTALLATION OR REMOVAL I
Sketch (attach construction plans if appropriate) .
G�
Sewe.� l►V\Pm ew\ MJk=
S139 OF EXCAVATION, IF NEEDED - \Ij U Jd Ua �12y L�XC�' ISL' GIGCJIV�GCTZOt� ��Q
AqPPgfaXIM_ TE 1IaIE)1NH[N WORK WILL BEGIN NL) Y_ JC W (-,P-f—)
APPROXIMATE TIME OF COMPLETION Ml�c� ND' 2) 2- 1veMa
ESTIMATED CONSTRUCTION COST $
(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 lou resulting from claims or court action and arising out of. any accident, lou 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 124) 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 Ouinta and to pay for any additional replacement necessary as the result of this work.
o, x Ids Cz�c
tName �of�A.ppl cant (please print)
�Se-P''_ �ip2.��� , ice,®•�X,
Signature of Applicant or Agent
-, 01- g2z%1 () 8-2&5I
0
Name of Contractor avid Job Foremin Business Address Telephone No.
2t�_1(,Z19 1G-17—;,
Contractor's License No. City Business License No.
Applicant's Insurance Company GEN. LIAISIGITy Policy Number
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $
Receipt No.
Received by Date
Recorded by
PERMIT NO.
PERMIT VALIDATION
%-7
DATE APPROVED _
EXPIRATION DATE
DATE ISSUED _
By
—SI q4 --
Administrative Authority
TELEPHONE: (619) 777-1075
The following General and Special Provisions are attached to and made a part of Permit, No.
GENERAL PROVISIONS
The following shall always apply: '
ENROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta right of
way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his. contractors to
secure permission from abutting property owners. Such authorization must be secured by the permittee prior. to starting work.
TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated, tracklaying construction equipment shall not be permitted to operate on
any paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to
protect,the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas. If the'existing
pavement is scarred, spalled, or broken during the term of this contract, or if the pavement is marred, City of La Quinta shall request
that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2").of A.C.
surfacing plus appropriate seal cost as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by'the
City Engineer or La Quinta City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the
duration of the project. The City shall be notified. 24 hours in advance of any traffic detours or delineations.
CARE OF DRAINAGE STRUCTURES: Any drainage 'structure including corrugated metal pipe, concrete pipe, steel culvert and
concrete structures encountered during'excavation which necessitate removal shall be replaced in kind. In the event it becomes
necessary to remove 'or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work.
Drainage structures and open drains shall be kept free of debris at all times for proper drainage.'
RIGHT, OF WAY. CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right
of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction.
Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed
prior to paving. Water tanker shall be used, as required, -to sprinkle the job site to keep down dust conditions and shall be used
immediately after backfill.
DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on Cityof La Quinta roads, it shall
be the responsibility of the permittee (contractor) to control this water and to provide off --street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited
access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for
any length of time, permittee shall contact this office to obtain the necessary permission. '
SPECIAL PROVISIONS
The following shall apply when indicated:.
RI NOTIFICATION: Permittee shall notify the City at (6 11 19)777-7075 at least 48 hours in advance of starting construction.
R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quinta right of way
authorizedby permit, the permittee shall contact all concerned utility companies relative to the location of existing
substructure's. Damage to existing substructures resulting from operations conducted under this permit shall be the sole
I of the permittee.
R3 UTILITY CLEARANCE: (Surface Structures) No work shall be done under this permit until all utilities are clear of the' -
proposed work site. The permittee shall notify all.concerned utility companies of the proposed work.
R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with inches of A.C. paving placed on .inches of class _ aggregate subbase course having an "R"
value of not less than and in conformance with City of La Quinta Road Improvement Standards and
Specifications, Ordinance -#461.
R5 PARKWAY GRADING: Area between the property fine and top of the proposed concrete curb shall be graded to a slope of
1/4 inch to one foot (1').
R6 GRADE CHECKING: City of LA Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (_feet) shall be
removed. Curb and/or curb and gutter shall be'saw, cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be 2 1/2 inches of A.C. paving placed on.( ) of class aggregate base.
Driveway construction shall conform to attached drawing.
R9 SIGHT CLEARANCE: .Sight clearance of 600 feet in'all directions shall be assured and maintained at all times.
R10 SOIL STERILIZER The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the
manufacturer's specifications.
SPECIAL CONDITIONS --PERMIT NO. 2637
--- Coachella Valley Water District ---
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 and as directed by and to the satisfaction of the City Engineer.
2. The Coachella Valley Water District (CVWD), hereinafter referred to as "Permittee", shall be
responsible for providing continuous dust and erosion control.
3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and
more frequently if required.
4. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout
the work, site, the Permittee shall comply with City regulated work hours. Operation and
maintenance of equipment within one-half mile of human occupancy shall be performed only during
the following time periods:
October 1 st 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.
Permittee. shall further comply with restricted work hours in the area adjacent to the Truman
Elementaryand La Quints Middle Schools, from the sewer pump station (station 872+88) to 500 feet
east of the Avenue 50/Park Avenue intersection (station 844+45). Operation and maintenance of
equipment shall be performed only during the following time periods:
A. Work shall be limited between'the hours indicated above.when construction is performed prior ' .
to commencement of classes at the Truman Elementary and La Quinta Middle Schools,
scheduled September 8, 1997:
B. Work shall be limited between the hours of 4:00 -P.M. and 12:00 A.M., Monday through
Saturday, or 9:00 A.M. and 3:00 P.M. Sunday, when construction is performed after
commencement of classes at the Truman Elementary and La Quinta Middle Schools,
scheduled September 8, 1997.
Contractor shall make special arrangements, including payment of overtime inspection fees,
two (2) working days prior to any work that is performed outside the normal weekday hours
of 6:00 A.M. to 5:00 P.M..
In addition, the Permittee shall be responsible for issuing a City approved letter to notify
adjacent residents that construction will occur in their area during late night hours. The letter
,Special Conditions - Permit No. 2637 Page 1 of 9.
SPECIAL CONDITIONS --PERMIT NO. 2637
--- Coachella Valley Water District ---
shall communicate to residents the purpose of the work period time restriction, the type of
construction to occur, and the actual time period in, which residents can expect construction
to occur.
Traffic control shall be set up and construction activity shall not begin earlier than 4:00 P.M.
Excavated 'trenches shall be ' backfilled and temporarily paved and traffic control shall. be
removed no later than 12:00 A.M.
5. It shall be the Permittee's responsibility to coordinate with the Riverside. County Traffic Signal
Maintenance Department, at (909) 275-6894, to alter the normal operation of the signals within the
intersection of Park Avenue'and Avenue 50. These signals shall operate on a "flashing red" phase
during construction within five hundred (500) feet of the intersection. They shall operate on a
manually -set timed phasing program during the interim period from when the signal system is
affected by the removal of existing traffic loop detectors to the time when those loop detectors are
replaced in kind. The signal's operation shall be returned to its regular automatic phasing program
when the removed traffic loop detectors are replaced. The interim period of signal operation shall
not exceed seven (7) days from -the completion of trench backfill work within the La. Quinta city
limits.
6. 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 publicor private
street and for any damage to other City streets or facilities as a result of work performed under this
permit.
7. 'Pursuant to Section 14.16.250. of the La Quinta Municipal Code (Ordinance 10 § 1. (part), .1982),
advance warning signs and traffic control shall be installed and maintained in accordance with Cal
Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control
plan shall be prepared in accordance with the WATCH Manual and submitted to the City for review
and approval one (1) week prior to starting any construction. It shall be the Permittee's responsibility
to detour and barricade all construction sites.
8. 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 one travel lane of paved surface shall be
maintained with flagmen at all times.
9. Prior to excavating, the permittee shall contact Underground Service Alert at 1-800-422-4133.
10. Should additional work, materials, or modifications of the work be required in order to meet City
standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall
be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost
to the City of La Quinta.
Special Conditions - Permit No. 2637 Page 2 of 9
SPECIAL CONDITIONS --PERMIT NO. 2637
-- Coachella Valley Water District ---
11. Open excavation and.trencfiing shall be allowed throughout the length of the proposed 18" PVC
sewer force main within the La Quinta city limits, provided that at locations where trenching across
the existing paved surface of Avenue 50 is required, Permittee shall resurface Avenue 50 as required
herein, (see Avenue 50 Trench Details). Existing curb, and gutter, sidewalk, median, and median
landscaping or other existing improvements shall be. protected in place to the extent possible. _ If
removal is required, approval -shall be granted by the City Inspector prior -to removal. Improvements
removed shall be replaced in kind by the Permittee as directed by and to the satisfaction of the City
Engineer no later than seven (7) days after the completion of the trench backfill work within the La
Quinta city limits.
12. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within street rights-of-way shall conform with Section 306-1.3 of the latest
edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise
specified herein:
Native, material may be used as backfill material provided that minimum compaction, achieved in
the manner prescribed herein, is achieved.. Backfill shall be performed by mechanical means; no
water densified compaction via jetting or flooding`or other means shall be allowed. It shall be the
Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection,
onsite, at all times during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material,
such material shall be removed to the -.limits directed by the Geotechnical Inspector and/or the
City Inspector and the resulting excavation backfilled with pipe bedding material.'
B. Backfill materials shall be brought to or maintained at an, 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 In,
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. '
. 1
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.
Special Conditions - Permit No. 2637 Page 3 of 9
SPECIAL CONDITIONS --PERMIT NO. 2637
--- Coachella Valley Water District ---
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.
'G. 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.
H.' 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.
I. 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.
13. 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, contractor 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.
14. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to
its original condition.
15. Access and egress to all local properties shall be maintained at all times.
16. 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 afterthe
completion of the trench backfill work within the La Quinta city limits. Permanent pavement
replacement shall conform to the following conditions, (see Avenue 50 Trench Details):.
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 5'h"' of
asphalt concrete over 6" 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.
Special Conditions - Permit No 2637 Page 4 of 9
SPECIAL CONDITIONS- PERMIT NO. 2637
--- Coachella Valley Water District ---
C. From station .848+90 to 871+54, the existing, pavement surface of the affected lane of travel
of.Avenue 50 (from adjacent to the southerly median curb through the lane width of twelve
(12) feet) shall be cold -milled to a depth of one,('1)'inch, (See Avenue 50 Trench Detail). The
existing lane, striping, thirteen (13) feet from the southerly median curb, shall be preserved and
protected in place. Affected traffic signal loops shall be removed and replaced in kind. A
"butt" joint shall be created along, the southerly edge of the. cold -milled lane width.
D. From station 848+90 to 871+54, a new one (1) inch asphalt concrete pavement overlay shall
be applied,through the width of the cold -milled lane, (See Avenue 50 Trench Detail). Other,
existing pavement striping, within the lane, shall be replaced in kind by the Permittee; as
directed by and to the satisfaction of the City Engineer. The finishedpavement surface at the
southerly edge of this overlay shall be smooth, consistent, and shall • conform .to the
surrounding grades.
E. Asphalt. concrete mix design shall be approved by the City prior to its placement.
F. The'existing pavement surface, fifteen (15) feet on either side of the excavated trench, shall
be cold -milled to a depth of one (1) inch, with a "butt" joint created along each edge of the
cold -milled area, and a new one (1) inch asphalt concrete pavement overlay applied throughout
the cold -milled areas (See Avenue 50 Trench Detail 2), at the following location:
1.. From station 771+13 to centerline of Avenue 50 (City limits), approx. station 771+53.
G. The permanent pavement replacement section shall conform with Paragraphs A and B herein,
as well as with.that shown in the Avenue 50 Trench Detail'3, at the following locations:
1. From the centerline of Avenue 'SO (City limits), approx.,. station 752+35, to station
752+71.37
2:. From station 828+66 to station '830+95.40
3. From station 848+53 to station -848+90
4.1 .From station 871+54 to 872+04
Any existing 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. The finished pavement
surface shall be smooth, consistent, and shall conform to the surrounding grades.
I.T. Permittee shall notify the City of La Quinta Public- Works Department a minimum of 48 hours prior .
to commencement of any construction at (760) 777-7075.
SPECIAL CONDITIONS --PERMIT NO. 2637
-- Coachella Valley Water District ---
.18. Permittee shall stabilize any soil that was disturbed (shoulder areas, etc.) as a result of work
performed under this permit with an approved dust control treatment.
-19. 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.
20. The Permittee shall require its contractor to submit to the City a faithful performance bond, in the
amount of one hundred' percent. (100%) of the approved engineer's estimate or the awarded contract
amount for that portion of the construction within the La Quinta: city limits, including costs
associated with conditions.ofsuch.construction stipulated herein: Security shall be in a form and
from an institution approved by the City of La Quinta and shall be submitted to the City for approval
and' acceptance, one (1) week prior to . starting any construction. Security shall be held until
successful completion of the construction within the La Quinta city limits, and acceptance by the City
Engineer of such construction.
21. The City of La Quinta reserves the right to revoke, suspend or void this permit at'any.time.
22. This permit authorizes the construction of an 18" PVC sewer force main within the Avenue 50 right-
of-way as shown in the approved Coachella Valley Water District plans titled: "Coachella Valley
Water District Mid -Valley Water Reclamation Plant No. 4 (WRP4) Influent Force Main No: 2,
Segment 2", dated May 15, 1997.
23. The Coachella Valley Water District (CVWD) shall be the sole Permittee for the proposed work.
All. responsibilities identified in"the permit shall first accrue as a responsibility of CVVYU
Reponsibilities contractually delegated by CVWD to a third -party shall not relieve CVWD of its
ultimate responsibility for compliance with respect to this permit'.
24. The Permittee shall pay a cash permit fee equal to 3% of the calculated bonding amount required in
Condition #20.
25. The Permittee shall obtain insurance coverages in accordance with the indemnification and insurance
requirements specified in. Engineering Bulletin 97-04 and provide an insurance certificate naming
the City of La Quinta as an additional insured.
Special Conditions - Permit No. 2637 Page 6 of 9
SPECIAL CONDITIONS--PERMIT NO. •2637
--- Coachella Valley Water District -=-
a ,
NORTH .
NOT TO SCALE
in AVE. 50
t MOST= unux cum C
^' C\2
r..
310E 8ECf10N A-e HAG7. Z4' VG LANE STEMMNG. PRDPo9® le PVC
PROlEC! Dt PLACE FORCE HADA
' 12' •
'etrrr tong
EElSTM 1.11E
r 6, 1' DEEP A.C. coin mu 3TR>pDIG (PROTLCI)
AND OVERLAY
mwmrm O mmmwm 12' 120'
CURB EffiIIIiO EASE SECTION
A C PAVElOLNT itBPLACEtODIT (VA81� IN DEPTH)
(VARrT.9 tali M.)
s E>a.nMG A.C. PAVMfiM . -
(VAIM IN DEPTH).
BAU 71ATUMI, REPLACEIIEl1T, e'
PROPOSED 18' PVC
FORCE IIABI r
ti TMCH BACKFD1, A3 REQUIRED
r
• AS REQUMM ,
SECTION A— A : ,.
Special"Conditions- PertnifNo. 2637AVENUE 50 TRENCH DETAIL Page 7of9
.1
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1
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TRANSMISSION VERIFICATION'REPORT
TIME: 0.9/03/1997 14:56
NAME: CITY OF LA QUINTA
FAX •6197777155
" TEL 6197777155
DATEJIME ` ' ' -09/03 14:55
FAX NO./NAME 92021870
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78-495 CALLE TAMPICO — LA QUINTA, CALIFORNIA 92253 (760) 777-7000
J1 o f r•C�� FAX (760) 777-7101
October 2; 1997 TDD (760) 777-1227
Mr. Tom Levy,'General Manager/Chief Engineer
Coachella Valley Water District
Post Office Box 1058
Coachella, CA 92236
Re:. Avenue 50 Sewer Force Main Project/Permit #2637 Variance Request
Dear Mr. Levy: j
The City has received your letter dated October 1, 1997, requesting a variance to the working hours
listed in Permit #2637. That request is to allow work. to occur on Friday, October 3, between the.
hours of 9:00 A.M. and 3:00T.M., to install two 2-inch pipes across Avenue 50 in the area adjacent
to the Truman Elementary and La Quinta Middle Schools. This request has been based on your
statement that the Desert Sand Unified School District has scheduled October ,3, 1997 as a `.`staff in-
service day", whereupon no classes will be held for students.
In the spirit of cooperation, the City has approved your _request for a variance to the working hours
listed in Permit #2637.' This variance will allow CVWD and its contractor to install the two 2-inch
pipes across Avenue 50. Furthermore, let it be known that this change regarding Permit #2637
scheduled work hours is for. October 3, 1997 only, since students at both schools will not be present
that day. Please insure that at least one lane of traffic in each direction is provided through the
construction area.
If you have any questions regarding this matter, please,call.me at (619).777-705 1.
Sincerely,
Chris A. Vog
Public Works Director%City Engineer
MF/as
cc: Thomas P. Genovese, City Manager
Kathy Jenson, Rutan & Tucker
Steve Speer, Senior Engineer
Marcus'Fuller, Assistant Engineer
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MAILING ADDRESS - P.O. BOX 1504 - LA OUINTA,-CALIFORNIA 92253- ®�
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