8042Lal;>.tiwz i• `/; .� See below for Finance Revenue Codes
=r
ENCROACHMENT PERMIT
cFo'�y PUBLIC WORKS CONSTRUCTION
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
Minor Improvement Permit - Class IV
DATE: 4/22/2008
LOCATION OF CONSTRUCTION: Ave 58th W/O Monroe; Irrigation Lateral 123.46-0.75 Replacement
PURPOSE OF CONSTRUCTION: Pipeline Replacement
DESCRIPTION OF CONSTRUCTION: Replace 1360' of RCP Pipe w/ 1360' of.PVC Pipe; CVWD Plan #35827-35829
DIMENSION OF INSTALLATION OR REMOVAL: 1360. Linear Feet
APPROXIMATE TIME WHEN WORK WILL BEGIN: 4/21/2008 TIME OF COMPLETION: 5/25/2008
ESTIMATED CONSTRUCTION COST: $118,00.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing
permanent resurfacing and/or -replacing improvements)
COMMENTS ��V�Sryp GonrrRi�C1"t�n. �S I ftFv 6 l� �O Qj
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 occuring 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 at (760) 777-
7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 4:00 P.M. at
least twenty-four (24) hours prior to the'anticipated inspection:
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,
Ty Mall - CVWD PO Box 1058, Coachella, CA 92236 (760) 398-2651 X 2625
'Name of Applicant Business Address Telephone No.
Jones Brothers Construction Co 85-989 Avenue 52, Coachella, CA 92236
Name of Contractor and Job Foreman Business Address
172092
Contractor's License Number
(760) 347-2291
Telephone No.
153
City Business License No
National Union Fire Insurance GL3791645
Applicant's Insurance Company Policy Number
FEES Subdivision Improvement Permit -Class I
Minor Improvement Permit'- Class I
Finance Revenue Code
Inspection Fee E_1
$0.00
Permit Fee E_1
0.00
As -Built, Deposit E_A
10.00
Cash Deposit -Surety Bondi E_B
$0.00
if required
TOTAL
$0.00
Public Improvements: 3% of estimated construction costs
Private Improvements: 3% of estimated construction costs
PERMIT NUMBER: 8042
DATE ISSUED:
EXPIRATION DATE:
BY:
WORK INSPECTED BY*:
PERMIT COMPLETION DATE*:
*If the work is covered by a Subdivision 'Improvement Agreement, Subdivider
shall request final acceptance of improvements from the City Council,
LaSee below for Finance Revenue Codes
C&tT 4 (4�j 04fl4rcu
-ENCROACHMENT PERMIT T
OFT ° PUBLIC WORKS CONSTRUCTION,
'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
+ Minor Improvement Permit - Class IV
DATE: 4/22/2008
LOCATION OF CONSTRUCTION: Ave 58th W/O Monroe; Irrigation Lateral.123.46-0.76 Replacement
PURPOSE OF CONSTRUCTION: Pipeline Replacement
DESCRIPTION OF CONSTRUCTION: Replace 1360' of RCP Pipe w/ 1360' of PVC Pipe; CVWD.Plan #35827-35829
DIMENSION OF INSTALLATION OR REMOVAL: 1360 Linear Feet
APPROXIMATE TIME WHEN WORK WILL BEGIN: 4/21/2008 TIME OF COMPLETION: 5/25/2008
ESTIMATED CONSTRUCTION COST: $118,00.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing
"permanent resurfacing and/or replacing improvements). ' r
COMMENTS
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 occuring as a propmate 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 at (760) 777-
7097. To submit an inspection request, leave a message on the Inspection. Request Hotline at (760) 777-7097 prior to 4:00 P.M. at
least twenty-four (24) hours prior to the anticipated inspection.
Comply with all applicable City Ordinances, the terns 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.
I Signature of Applicant or Agent
Ty Mall - CVWD PO Box 1058, Coachella, CA 92236 .(760) 398-2651 X 2625
Name of Applicant Business Address Telephone No
Primetech 1318 Monte Vista Ave, Suite #6, Upland, CA 91786 (909) 803-4642
Name of Contractor and Job Foreman Business Address Telephone No.
851760 104593
Contractor's License Number CityBusiness License No
Preferred Contractors Insurance Company PC10161
Applicant's Insurance Company Policy.Number
FEES Subdivision Improvement Permit Class II Public Improvements: 3% of estimated construction costs
Private Improvements: 3% of estimated construction costs
Minor Improvement Permit - Class
Finance Revenue. Code
Inspection Fee'
E=1 .00
Permit Fee -
E_1 $0.00 `
As -Built Deposit
E_A $0.00.
Cash Deposit -Surety Bond,
E_13 .00
if required
TOTAL
$0.00
PERMIT NUMBER: 8042
DATE APPROVED: s AA
EXPIRATION DATE: V
BY:
Administrative Aut rit .y
760 391 9637 04:02:36 p.m. 04-22-2008 1 A
T
COAC HELLA VALLEY WATER•DISTRICT
Post Office Box'1058
$ 85-995 Avenue 52
Coachella, California 92236
Telephone No. (760) 398-2651 '
Fax Nos. (760) 398-3711 - Administration
(760) 391-9637 - Engineering
FACS&III E 'TRAr1SM ITAL ]NFORMATION SHEET
L File:
--------------
Name
Firm
�Gft`jl/G 6,- Q
City G! i1��1 G
r Telecopier No.
or Speed Dial No.
From
Total number of pages sent (including transmittal)• /
Please review and call
-Original to follow by mail
Per your request - Yes No
For your information
Remarks: A?00
'or
If you do not receive all `pages or they are not legible, please Callas soon as possible.
Ask for4k�
Date
Time V c Og .
CVWD-133
(Rev. 9/66)
760 391 9637
A�
04:03:04 p4n. 04-22-2008 2/4
RECEIVED
APR 2 2 2008
DeVel
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Date:
Tract No: W �_ .Project Name: ,1riS
Vicinity:
Purpose of Construction (Ex;�ough Grading, Offsite Street
p
f Construction (Ex: See P nSeNo01234)Installation or Removal:
Approximate Construction Start Date:
Approximate Construction Completion Date:
Estimated Construction Cost: $ .i
Estimated Coostt 6(m, Cost shall include du ranova of a l tnuctiods, materials, and d
Placing permanent. resurfacing and or replacing improvements
Contact Na /
me.l l Phone Number: 1W
Name of Applican Owner• G'
Applicant Address:
Applicant Telephone Number:
Name of Contractor: r
Contractor Address: g,
Contractor Telephone Number:
Contractor State License Number:
Contractor City Business License Number:
10- A COPY OF THE CURRENT INSURANCE CERTIFICATE UST 1
A ]gc Contyact�engat Li ility Ins ance Company:
,�. vv -
Applli t r ntract r General Liability Insurance Policy Number: .
Office Use Only
Inspoction Fce:
> >
V
PcnWt Fee l'
n
�./
As -Built
Deposit:
Dust Control
Deposit:
Cndit
Amount:
0
--
10
TOTAL FEE DUE:
.
Office Use Only:
Assigned Permit Number:
i
Approval Data
Expiration
Data
Issue
Date:
Administmtivc Authority:
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City of La Quinta
The following General and Special: Provisions are attached to and made a part of
Permit Number 8042
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 proposedconcrete curb shall be graded to a slope of
one-fourth 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 (" 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 bf 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.
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, anydarriage 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 SC7800 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 ( 5 ) 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.
PERMIT, NO. 8042
CVWD / Replace 1360' of RCP Pipe with 1-3-60' of PVC Pipe % Ave 58'W/0 Monroe
In addition to the standard'permit conditions, the following shall apply:
1. 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. This permit or copy of it shall be on the work site (usually the job trailer) for -inspection during the
actual work .performed. ,
3. The perrnittee may only work at night if approved by'the City Manager. If approved by the city manager,
night work may be halted if the city receives complaints about the.night work.
4. - Coachella Valley Water District (Ty Mall), hereinafter referred to as "Permittee", shall be responsible
for providing continuous dust and erosion control.
5. Coachella Valley Water District is hereinafter referred to as "Permittee". As a public agency, the
Permittee is entitled to pay only direct expensesrincur`red by the City while administering tasks related to
the permit, in lieu of paying "the standard encroachment permit fee adopted by the.City Council. City
staff and its contract staff will maintain monthly time and material ledgers'of expenses incurred, and the
City will invoice:the Permittee on a monthly basis for the accrued cost. f
The "T&M"note; and the "TBD" note, that appear in the "FEE" section on the face of the permit
form, respectively mean "Time & Material" and "To Be Documented" and is a reference to the,
direct expense•method defined in the previous..paragraph.
6. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more .
frequently, if required.
7. 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 •1 st 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) neither before 8:00 a.m. nor after 430 p.m.
8. • Work, within 500 feet of a signalized, intersection shall be performedabetween 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 (951) 955-6894 if signal operation at
the intersection is to be altered in any way.
Page 1 of 6
PERMIT NO.8042
CVWD / Replace 1360' of RCP,Pipe,with 1360' of PVC Pipe / Ave 58 W/O Monroe
9. In accordance with the latest edition of the Standard Specifications for Public Works Construction
(SSPWC), the 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.
10. This permit is not valid until the,pennittee submits, to the Public Works Department 2 weeks prior to
start of construction;, a letter from any owners of the driveways/access ways that will be closed down
due to the construction. The letter must be approved by the city and at minimum state from the owner
the following:
A.' Approvalof the construction.'
B. Plan identification
Q. Time Frame of Closure
D. Alternative Routes
11. A traffic control plan shall be prepared -in -accordance with the MUTCD and WATCH Manual
and submitted to the City for review and approval prior to starting any construction. It shall be
the Permittee's.responsibility to appropriately detour and,barricade all construction sites. On Collector to
Major Arterial "Streets, the perm.ittee must submit a traffic control plan which shall be prepared under
the guidance ofthe Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition with Revision
No. I Incorporated, dated November.2004 (HTML) and the California Supplement. As of October of
2006, these&cements can be observed at http://mutcd.fbwa.dot.�;6v/HTM/`2003r1 /part6/part6-toc.htm
and http://www.-dot.ca. og v/hq/traffops/signtech/mutcdsupp/pdt`/CA-Chap6A-Chap6F.pdf,
respectively.' It shall be the Permittee's responsibility to "appropriately detour and barricade all
construction sites.
Apply the"following when applicable: A minimum of two (2) travel lanes of paved surface
shall be maintained at all "times.
12. Prior to excavating, if required, the Peranittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Perinittee'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 perfomned by the Permittee as directed by and to,the satisfaction of the City Engineer at no cost to
the City of La Quinta.
14. The permittee shall be, responsible for calling the city inspector to arrange the city inspector to .
observe random trench compaction testing. If the inspector's phone number is unknown, the
permittee shall, call the Public Works front counter phone at 777-7075 or the Assistant Engineer II at .
,777-7047 to determine thecityinspector's phone number.
Page 2 of 6
PERMIT NO. 8042
CVWD / Replace 1360' of RCP Pipe with 1360' of PVC Pipe / Ave 58 W/O Monroe
15. ' This permit is riot valid until the permittee submits, to the Public Works Department 2 weeks prior to
start of construction, the name of the City approved contractor, who shall submit to the City the
following items:
a. General Liability Insurance Company and Policy Number
b. City Business License .
c. Contractors State License Number
16. The permittee shall not encroach upon private property Without prior written approval of the private
land owner whom is being encroached upon. A copy of the authorization letter shall be provided to the
city prior to. start of the work.
17. Prior to performing.construction work and closing any lanes in the Public Right of Way, the permittee
shall call the City at (760) 777-7097 at least 24hrs prior to work and request an appointment for a
preconstruction meeting with the City Inspection staff.
19. At the approval of the City Engineer, during work hours and when no lanes are provided in the work
area, the permittee-shall provide and maintain a traffic lane that diverts traffic off the paved roadway.
The traffic lane must be located within the existing R/W with the following requirements:
a. Class II Base with a minimum depth of 2''
b. A 12 inch.thick subgrade layer compacted to 95% based on ASTM D1557
c. An unobstructed travel width of 10 feet.
d. In addition, a minimum of 5 feet clearance from open trenches.
e. A minimum of 2 feet from vertical obstructions -like curbs.
f. Maximum speed of 25 mph
Without the approval of the City Engineer, the permittee must maintain a drivable surface made of
existing Asphalt Concrete or Portland Concrete.
19. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee
shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site.
20. Prior to excavating in native Soils, the owner of the project shall_'have employed an.archaeological
observer for the site excavations within native undisturbed soils. The name of the archaeological
observer must be submitted to the Public Works Department and attention this to the Assistant Engineer
II. If the archaeologist determines the site is not to be required to. be observed, please submit a letter
signed by the archaeologist stating their determination.
21. If public traffic lanes are required to -be closed, this permit is not valid until the permittee submits; to the
Public'Works Department, a traffic control plan for review and approval prior to start of construction or
parking on the paved R/W.
22. 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.
Page 3 of 6
PERMIT, NO.8042
CVWD / .Replace 1360' of RCP Pipe with 1360' of PVC Pipe / Ave 58 W/O Monroe
23. Backfill compaction within street rights -of -way shall conform to 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.
All costs incurred due to the conditions above shall lie borne by the Permittee. Copies of all test results
shall be furnished to the City Inspector.
24. All excavations within City of La Quinta right--of--way shall be backf lled, 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) within
intersectionsand forty to fifty (40-50') in the longitudinal direction of the roadway 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.
25. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
-26. Access and egress to all, local properties shall be maintained at all times.
27. 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 Standard Specifications for Public
Works Construction (SSPWC)
28. 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.
29.. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
30. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages,
delay costs, costs or expenses in law orrequity that may arise out of work under this permit.
31. If it is the intent of the permittee to cut the pavement .and have it restored by a third party, the.
permittee shall postpone cutting the pavement until the intended third party has acquired a permit from
the City to perform the required restoration work.
Page 4'of 6
PERMIT NO.8042
' CVWD / Replace 1360' of RCP Pipe with 1360' of PVC Pipe / Ave 58 W/O Monroe
32. , The permittee shall submit "AS -BUILT" drawing to the City within 30 working days after completion
and acceptance of the project.
33. Flagger Requirements A. Minimum. Requirements
1. .Receive and communicate specific instructions clearly, firmly, and courteously;
2. Move & maneuver quickly;
3: Provide.clear and positive �guidance;
4. Understand and apply safe traffic control practices;
5. Recognize dangerous traffic situations in time,to avoid injury.
B. Flagger Safety Apparel
Y 'I. Background
a. Fluorescent orange -red, or
" b. Fluorescent yellow -green
f . 2. Retroreflective material (Orange, yellow, white, silver, yellow -green, or fluorescent
version:
3. Maien'al shall be visible at 1000 ft
4. Apparel* shall be designed to identify the wearer as a person
5. Law enforcement personnel should. adhere to the same standard
C. Hand -Signaling Devices
1. Stop/Slow paddld octagonal in shape with minimum 18" width and 6" letters.
Must have white l'egend,on red background. '
D. _: • Directing Traffic ;
1. %Only three (3) signals are required.
STOP ` ' SLOW PROCEED
Flagger Communications
1: Ifwork area is too long for relay (2 flaggers can't see each other) r
a.One flagger given the responsibility .to.coordinate
b. Use Radios or r.
c. Field phones
F: Flagger warning signs must be removed or covered when flagging is finished, when -work is ,
not going to start immediately, or when work is completed.
�' Page 5 of 6 •
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NO.31681
au123.45-0.75
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NTS
AVENUE 56 1615 1514 SECTION LINE
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SECTION 22, TSS, R7E, SBM
NTS
ESTIMATE OF QUANTITIES & CONSTRUCTION NOTES ,&
NOTE: ALL EXPOSED D.I. PIPE. FITTINGS, AND RELATED APPURTENANCES
SHALL BE WRAPPED IN 8 MIL PE
lO 18' DIMJ RESTRAINED JOINT COUPLER PER AWWA STD C-119 2 PA
2 2' AUTOMATIC AIR RELEASE PER bETAIL ON SHEET 3..........................„..... _........._..»......: 1 EA
O
3 REMOVE EXIST. 18' X 45° D .. ...... ............ ...... . ....... 2 EA
4 19;02- DIMJ TEE WITH ......r..».....�A.Ca;I!«w.._... "JLEA
5 REMOVE EXIST. CONIC. BAFFLE STAND.—_....---- 2 EA
O6 120 PLUG VALVE W12' OP NUT GA DIRECT BURIED PRATT #218-703-120Z83-202 .._...» _ -SEA
f �
O7 18' C-905 PVC CL 165 DR 25 PVC PIPE - FURNISH AND INSTALL..... .......»».»..».._..... 1,3?.3 L.F.
O8 ABANDON LATERAL 123A54.75, 20- RCP BY SLURRY BACKFILL, REMOVAL, OR CRUSH W \
PLACE FOLLOWED BY BACKFILL AND COMPACTION TO 95% DENSITY .---..._..»»..........._..._..» L.F.
J,=
9 99F14CE EXISTING TURF AS REQUIRED .»...._........ ............_ ......_........» _.. ,200 S.F.
�', --w--
10 C9NNE9�4rB EXISTING VALVE;� 1 EA
11 REMOVE AND REPLACE EXIST. CONIC. RIV AS I ..»....... ........ .» ...... 1,100 S.F.
0 12 REMOVE AND REPLACE EXIST. VARIABLE WIDTH CONC SIDEWALK AS REQUIRED __-_.._-_1,000 S.F.
@ REMOVE EXIST VALVE_— I EA.
14 REMOVE AND REPLACE EXIST 6' CONC CURB AND GUTTER PER CO RNSTD 200 »_._......_.. 107 LF.
15 SAWCUT, REMOVE AND REPLACE EXIST 3' AC PAVEMENT OVER 6' CRUSHED AG BASE _-_- 450 S.F.
16 18' PLUG VALVE PER DETAIL SHEET 3 - FURNISH AND INSTALL....._ »...».........._.....-......1 EA
IN THE CITY OF LA QUINTA, CA
CVWD IRRIGATIO
N'LATE
REPLACEMENT PLAN
- LATERAL 123.45-0.75
BEING A PORTION OF THE SW 114 OF THE SE114 OF SECTION 22, T6S, FR7E, SSM
BASIS OF BEARINGS
LEGEND & ABBREVIATIONS
THE BEARINGS SHOWN HEREON ARE BASED UPON THE SOUTH LINE OF THE
SOUTHEAST 114 OF SECTION 22 BEING N 89.242e W MAP FILED IN BOOK 203,
GAS E)dSTiNG GAS TINE
PAGES 37-50, OFFICIAL RECORDS, RIVERSIDE COUNTY, CA.
VZ EXISTING VZ
BENCHMARK
ERR PROPOSED IRRIGATION PIPELINE
PD4033-70 FD.1-1W O:D.LP: FILLED W/CONC.IN 5.O.D. COLLAR DN. O.C.
E PROPOSED UNDERGROUND POWER
330' NORTH OF C.L. INT. OF WASHINGTON STREET & 52NO AVENUE & 62 SOUTH
OF PP>rI 98927D. ELEV. 540.110.
—RAN RIGHT OF WAY LINE
DATUM IS NAVD I= PLUS 500. FOR ACTUAL ELEVATIONS, SUBTRACT 500 FROM
_ Cd�G- � CURB A GUTTER
ELEVATIONS SHOWN HEREON.
— IRR - — CVWD IRRIGATION
—�-- — - SECTION LINES
SHEET INDEX
EASEMENT AS NOTED
1 COVER SHEET I
S SEWER
2 STA. 10+00TO STA. 23+22.58
3 AVENUE 58 CROSS-SECTION. PIPELINE CONNECTOR DETAIL, AND PLUG VALVE DETAIL
__ yy_ — EXISTING DOMESTIC WATER
-
UTILITY PURVEYORS �
•D • - - AVENUE 58 AGRICULTUIiAI. DRAINAGE
.;
05 SHEET NUMBER
ELECTRICAL - IMPERIAL. IRRIGATION DISTRICT
CARLOS PARTIDA
(100.00) ELEVATION
81-600 AVENUE 58
LA QUINTA, CA 92253
PP POWER POLE
(76O)98=
UG UNDER -GROUND ELECTRIC
TELEPHONE-V€RIZON
VZ VERFZON
295 N. SUNRISE WAY
PALM SPRINGS, CA 92262
C&O CURB AND GUTTER
(7so) s6a-,72o
_
RAN RIGHT OF WAY
TELEVISION - TIME WARNER CABLE
41IM COOK ST.
MR f INVERT OF PIPE
PALM DESERT, CA 922,E
FL FLOW LINE
(760)340-1312
TC TOP OF CURB
GAS - THE GAS COMPANY
_ -
VINCE ALVAREZ / TOM CHESTNUT
a MH MANHOLE
754)95 MAYFAIR DR. SC8052
=
PALM CA 9221E-0852
E8�956 , ..
AW WA• AMERICAN WATER WORKS ASSOCIATION
i
21
(760 )
DR DIMENSION RATIO
IRRIGATION - CVWD
CR CLASS RATING
85-996 AVENUE 52
COA CH ELLA, CA 92236
SBM BE BASE AN MERIDIAN D M LAN
SAN RNARDINO
(760) 398-2651
PVC POLY -VINYL CHLORIDE
WATER - CVWD
RCP REINFORCED CONCRETE PIPE
75-525 HOVLEY LANE EAST
PALM DESERT. CA 92260
NTS NOT TO SCALE
(760) 398-2651
SEWER-CVWD
REFERENCE DRAWINGS
75-25 HOVLEY LANE EAST
PALM DESERT. CA 92260
CVWD LATERAL 123.45-0.75 REPLACEMENT PLANS: 26662, 33814 & 25759
(760) 398-2661
CVWD SEWER IMPROVEMENT PLAN: 32962
USBR EASEMENT RECORD DATA C-7-112
AVENUE 58 WEST DRAIN PLAN: 0185 AND 0186
.-.HYDRAULIC CHARACTERISTICS
DIG ALERT PROJECT NUMBERS
r
A611878 - LATERAL 123.45-0.75
FROM TO PIPE SIZE HGL SLOPE HAZEN-WILLIAMS COEF
Q
10+00 23+22 58 18' -OA029 150
8.9 CFS
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ca
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INDEX MAPis in ei
SCALE:1• =100' -
• � IN FM)
1 inch = 100 ft.
PREPARED BY: I N THE CITY OF LA OU NrA CA
�pFESSiON DATE: - 1/15/07 IN CHANGES & USES. SHEET
GA L_ T O� 4tF The engineer preparing these plans will not be
E R I ��, AMR• Q(S, y� responsible for, or liable for, unauthorized
D1 09PLft-%. gak:cx� CVWD IRRIGATION LATERAL 1
�M �� ti
0 ON Z L3egj R. Olson. r. changes to or uses of these plans. changes
'rat 248b1 12/31/2007 to the plans must be in �rrr o and must be
DIAL ✓ _`~io� R.C.E. NO.
Y � �ip•1 EXP. DATE. approved by the preparer of these plans. OF SFtEETS
i i .Iz. REPLACEMENT PLAN
�-—ZZ%Z6OO E N G GIN E E' . R! N G {c APPROVED BY: - DWG. NAME
DATE DRAWN SCALE ASSHOM l LATERALS 123.45-0.75
AT LEAST TWO DAYS SINCE 1976 sr cnrn. ewc
"�lr �QQ` DESIGNED JOB NUMBER BEING A PORTION OF UiESW 114 OFTHESE V4 OFSECTION22, T6S, R7E, SBM FILE NO.
BEFCFE YOU DIQ 1 �At �e o� 09
P.O. BOX 587 INDIO, CA, 92202 (760) 347-1113 DATE BY DESCRIPTION APPb DATE Bert Denials
X1W OP 800M CAL FOM CHECKED DATE 11,5107 FOR: MACHELA VALLEY WATM DISTRICT
l�iOI�D R.C.E.RCN . EXP. BATE REVISIONS ean/smfi R Olson, Jr.
f�
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NAME OF LATERAL, DRAIN.
OR TURNOUT WITH INCISED
LETTERS 3" HIGH, PAINTED
BLACK,1/4- LINE WIDTH.
4"x4W REDWOOD POST WITH TOP
CHAMFERED 3/4% PAINTED 3
COATS OUTSIDE WHITE.
Ir MIN -
SET COVER OF VALVE BOX
360 MAX
V
CAST IRON LID ('C.V.W.D. IRR-) PAINTED WHITE
FLUSH WITH CONCRETE
36' DIA ASPHALTIC CONCRETE, 6- THICK
FINISHED GRADE
z
=:.
I f�lll
COMPACTED BACKFILL
III
—
CLASS SDR-35 JOINTED PIPE. 10-
OR CONCRETE FINISH
SLIDING TYPE, UPPER SECTION
PER OTHER PLANS
77
PEA GRAVEL, 30' DIA
b
EXTENSION ROD RECID W/ 2-
OPERATING NUT 1'-0' BELOW
VALVE BOX LOWER SECTION
GRADE WHEN VALVE' IS
'
OVER 4'-W BELOW GRADE
120
12' PLUG VALVE - PRATT NO.218-703-MM83-202
• •'�
WRAP IN 8 MIL PE
b
i--yr PLACE CONCRETE AGAINST
UNDISTURBED EARTH
SECTION B-B
NOTE: ALL EXPOSED STEEL, CI, DI OR METAL
SHALL BE WRAPPED IN 8 MIL PE
BURIED PLUG VALVE BOX
MIS
1 �
SJZE AND DE=1PV0N
Q
SIZE AND DMMPWV
1
VALVE ENCLOSURE ARMOR CAS
9
2 X 1 BLACK FOAM SLEEVE
2
2- AUTOMA77C AIR RELEASE VALVE W/
BUG SCREEN (CRISPIN UL-20-L. 2-40PSI
OPERATING PRESSURE)
1D
2' X REQUIRED LENGTH COPPER
PIPE TYPE W" RIGID OR SOFT
11
2' 90' BRONZE COMPRESSION ELL
3
2' X R£OD LENGTH PVC SCH 80
PIPE RPT X RPT
12
2 COMP BALL VALVE W1 7EE HEAD
13
2' 90' BRONZE nPT X COMP ELL
4
1/2 X 30 STAINLESS S7EEL DROP -IN
ANCHORS 6 EA
f4
2' BRONZE MIPT X M/PT CORPORA770M
STOP
5
1 4 X 1 DEEP WEAKENED PLANE JOINT
15
2- SERVICE SADDLE IF REOD
6
4 SDR SWR PIPE GATE WELL W CAP
16
WATER MAIN
7
5 X 2- 6 X 6 THICK CONCRETE SLAB
17
VALVE STEM EXTENSION
8
2' X REOD LENGTH BRONZE NIPPLE
MIPT X PL
.' 3
1 5 6
7
TYr
15' 15'
4 5 6 7 BACK OF SIDEWALK
N ' R RN/SH GRADE
ARKim
ao N 6 10 10 1
14
PLM vaw .ti' MIN
11 10 12 '�lS - 1
SECTM VIEYr
:
PREPARED BY IN THE CITY OF LA OUINTA CA !
' pq�; - 1/15/07 UNAUTHORIZED CHANGES do USES. � S H E E T
pFESS/p
A t E - �R �i The engineer preparing these plans will not be
DI RTIr
�cO �N R. OAS `may chan
ges to oror, or liable uaes of these for. unauthorized
All changes
O,y Benjamin Olsoa, Jr. to the plans must be in writing and must be
CVWD IRRIGATION LATERAL 3
DIAL TOLL_ �cti *�' R.C.E. N0. 24951 q i2/91/2007 approved b e
No.24951 EXP. D TIE. PP Y the preparer of these plane. Or-3- SHEETS
-�-2�N E�.I�-31-oT APPROVED D BY REPLACEMENT PLAN
ENGINEERING VE .
{7 � DATE: DRAWN SCALE D11YG. NAME
AT LEAST' I M0 DAYS SINCE 1976 sr crvlti �Q
BMc AS SHOWN
LATERAL 123.45-0.75
BEFORE YOU �� 9lF p�� DESIGNED JOB NUMBER BEING A PORTION OF THE SW 1/4 OF THE SE 114 OF SECTION 22, T6S, R7E, SBM FILE NO.
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R.C.E. N0. EXP. DATE. REVISIONS BenjamilI R Olsan, Jr.DATE co/01CI'IEL.Ll4 VALr=y WATER DMIRICT