11053See below for Finance Revenue Codes
T -44V4.449"
-4 t: �1
'yt'"`�" 5tR+ - # F` '- ENCROACHMENT PERMIT _
0FOF
�� 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.
'RLI copy Subdivision' -Improvement Permit,- Class III
Minor Improvement Permit - Class IV
DATE: 6/6/2011
LOCATION OF CONSTRUCTION: 49-499 (#6 and #7) Eisenhower Drive X -Street Calle Mazatlan
PURPOSE OF CONSTRUCTION: CVWD Project WF0117606 and WF0117608; Replace 1 1/2" Plastic Water Service Lines.
DESCRIPTION OF CONSTRUCTION: N/A
DIMENSION OF INSTALLATION OR REMOVAL: N/A r
APPROXIMATE TIME WHEN WORK WILL BEGIN: 6/8/2011 TIME OF COMPLETION: 9/1/2011
ESTIMATED CONSTRUCTION COST: N/A (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing
A
permanent resurfacing and/or replacing improvements)
COMMENTS City of La Quinta will Invoice the Permittee for T&M Expenses TBD on Material Ledger
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 oroccuring 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 1:30 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 w
( %1j all AN, -
CVWD - Dan Fewings P.O. Box 1058, Coachella, CA 92236
Name of Applicant Business Address
CVWD Forces P.O. Box 1058, Coachella, CA 92236
Name of Contractor and Job Foreman. Business Address
N/A
Contractor's License Number
Self -Insured '
Applicant's Insurance Company
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
$0.00
Cash Deposit -Surety Bond, E_B
0.00
if required -
TOTAL
$0.00
nature of
760-832-3920
Telephone No
760-398-2651.
Telephone No.
N/A
City Business License No
Sefl-Insured
Policy Number
Public Improvements: 3% of estimated construction costs .
Private Improvements: 3% of estimated construction costs
PERMIT NUMBER: 1 053
DATE ISSUED: ZO
EXPIRATION D T • Z
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.
f
JUN -14-2011 10:58 From:. 7603919638
To:917607777155 Pa9e:1,'2.
,
�ATE40 r
COACHELLA VALLEY•
A'1•ER DISTRICT.
O�OTRI Post Office Bo
1058
Coachella, Califoriia
92236
Telephone No. (760)
398-2651
j Fax`No. (760),391-9638
' FACSIMILE COVE
SHEET '
Name Leonard St. Sauver
Firm City of La uinta.— Public Wort
s Dc artmcnt
Fax No:(' 760. ) 777-7155
From Valerie. Lung
`Total number of pages sent (including transmittal)
3
Please review and call.
Original to follow by mail .
1
Yes X No
Per your request
IF or your information
Remarks:'" Traffic Control Plan for 49-499
"isenhower # 6 & #7 '
Please fax " ermit to Atin: Valerie Luna a�
50 391-9538
Thank °you.
r
' if you do not receive;all pages or they are`not legible, I
A
lease call as soon as possible.
.Ask for Valerie X 3529-'.-
Date 6/14/2011 Time
11:55 AM
+.. `
CVWL-133
(Rev, 1/03)
. � . ��.. -fit .' - 4, •
.
Z tl: .11,
ARCO
•JUN-06.2011 09:08 From: 7603919638 To:917607777155 Pa9e:2,3
oG� .
�. PUBLICNORK 3 DEPARTMENT
bOF APPLICATION FOR PERMIT
Date:001 9WX Q
Tract No: Project Name:
Vicinity:
- PA
Purpose of Construction (17x: Rou h Grading; Offsite 3trect etc.)
Description of Construction (Ex: Sec Plan Sot No. 01 34)
Dirnensioit of Installation or Removal:
Approximate Construction Start Datc, -
Approximate Construction Completion Date:
Estimated Construction Cosi:1
Euiowed Co dtntetim CAw shall include the rtw"l orxa "wims,'maw als, and debris• back-fiukwn compaction and
rlac l p4man nt resurfacing and or replacing iaTmvemonls
Contact Name: F P tone Numbcrt
Name of Applicant/Ower:
-Applicant Address:._.L_o
Applicant Telephone Number: o -
Name of Contractor:
Contractor Address:
Contractor Telephone Number:
Contractor State License Number: _ _ -
Con'tractor City Business Ucrose Number:
► A 11111V CURRENT INSU KATE ST F V AFD 4
Applicant or Contractor General Liability Insurance- ompany:
Applicant or Contractor 0(mural Liability Insurance Policy Number: -
!
Office Ilse 0111 -
ssipned remit NUMI'a I ( 0 t;_
Pproyal Rile-
Expiration _
ate -. ---
Mac:
ni6nitlis1whyr AWhArily'
JUN -06 ?011,09:09 From: 7603919638 To:917607777155 Pa9e:3,3
j coTar
uGNN
PUBLIC WORKS DEPARTMENT"
APPLICATIO14 FOR. PERMIT
Date: La —Lp 1 i
(30 gau
` "tract No: Project Name: JA (,P
Vicinity:
P scot Construction -lsx-—R
oiGrading, OffsItc rr
et etc:
Description of Construction(Ex:'See Plan Set No. 01 34).
Dimension of Installation or -Removal, "
Approximate Construction Start Date: - 1
Approximate Construction Completion Date: -
Estimated Construction Cost: $ .
liatimated ConMuction Cost shall Include the ncr000al of all oWUuotions, that ts; and dobrfs, 6at:k•8lling, comp=iun and
placing pamumo murfacing and or Rplacing improvaneau
Contact Name:p one Number 0
Name of Applicant/Owner:
Applicant Address:
Applicant Telephone Number: 190
Name of Contractor:
Contractor Address
Contractor Telephone Number: „• _
Contractor State License Number:
Contractor City llusincss Lieenie Number:
'UPI O 'I'll k, CURRENT INSURAN .r CERTIFfCAIT MUST RE T VIT)F1) .4
Applicant or Contractor General Liability hisurance Company;
t •
Applicant or Contractor General Liability Insurance Policy Number: -
Office lJsc OrtlV: I I ��� .
Assigned Petnilt Nurn&a:
Date: ---- — ---
Issue _
•bole: a
ndutiui�ltati�',' �uthunlV
JUN -067,011 09:08 From: 7603919638 To:917607777155
Page: 1/3
d
City of La Quinta -
The following General and Special Provisions are attached to and made a part of
Permit Number 11053
The following shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizeswork 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 appropriatexseal 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 dear 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 (%") 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.' -
❑ R8
® R9
❑ R10
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 constr'ucted in conformance with City of La Quinta Standard #207.
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 ''YV) of A.C. paving on'( " N/A "') of class (" N/A "" )
aggregate base.
SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
Citv 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. 6
® 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
three inches (3") of SC -800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City'of La
Quinta Standard 600 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 travelingpublic 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.
A t ,
h PERMIT NO. 11053
CVWD / Replace 1. % in Plastic Water Service Line / 49-499 (#6 and #7)
Eisenhower Drive X -Street. Calle Mazatlan
}
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
4 " ' 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.
The permittee 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. Cochella Valley Water District (Dan Fewings), hereinafter referred to as "Permittee", shall be r
responsible for providing continuous dust and erosion control.
5. Streets shall be kept clean. They shall be completely cleaned atthe end of each working day, and more
frequently, if required.
6. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed
only during the following time periods: .
.
'October. l 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.
Work shall be prohibited on legal holiday's and Sundays.
Y Note: Construction work'(including setting up traffic control devices) isnot permitted on any Arterial
street (ie any 4 lane street) neither before 8:00 a.m. nor after 4:30 p.m. -
7.',
.m.,7:. 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 setup after 9 a.m. and removed before 3p.m. The Permittee shall contact
the City Traffic Signal Maintenance Technician at (760) 250-0571 if signal operation at the intersection-'
' is to be altered in any way. ,
• 8.- The permittee shall submit•inspection requests by calling the City Inspection Hotline at (760) 777 ,7097
{ ' before 1:30. p.m. and at least twenty-four (24) hours prior to the anticipated inspection. '
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 'arid for any 'damage to other City Streets or facilities as a result of work performed under
this permit.
Special Conditions r Page 1 of 6
PERMIT NO. 11053
CVMT / Replace, 1. lh in Plastic Water Service Line / 49499 (#6 and #7)
Eisenhower Drive X -Street Calle Mazatlan
10.. A traffic control plan shall be prepared in accordance with the latest version of the WATCH
Manual and/or the latest version of the California MUTCD 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
permittee must submit a traffic control plan which shall be prepared under the guidance of the latest
.version of the California Manual of Uniform Traffic Control Devices (MUTCD). 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.
11, 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.
12. 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.
13. The City of La Quinta reserves the right to require modifications of the work be made at permittee's
sole cost for proper. sight distance requirements per guidelines in the AASHTO " A Policy on
Geometric Design of Highways and Streets,- 5t' Edition" or latest, in the installation of all
appurtenances abutting and within the public street right -of --way.
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 the city. inspector's phone number.
15. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to
start of construction, the nam_ e 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
16.1 The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts
provided in Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall
..be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the
permitted work and updated Certificate of Liability Insurance shall be submitted to 'the City. Each
policy shall name the City, as an additional insured: .
Special Conditions Page 2 of 6
PERMIT NO: 11053
CVWD / Replace 1 Y2 in Plastic Water Service Line / 49-499 (#6 and #7)
Eisenhower Drive X -Street Calle Mazatlan
17. .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.
18. At the approval of the City Engineer, duringwork 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"
f 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 ininimum,of 2 feet from vertical obstructions like curbs.
B. 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.
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
Perimittee's responsibility to provide appropriate geotechnical supervision; testing, and'inspection,
onsite, at all times during backfill operations.
Page 3 of 6
PERMIT NO.. 11053
CVWD / Replace 1 in Plastic Water Service Line / 49-499 (#6 and #7)
Eisenhower Drive X -Street Calle Mazatlan
All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results
shall be furnished -to the CityInspector.
'24, 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) within.
intersections and 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 froin all damages,
'delay costs, costs or expenses in law or equity 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_penniffrom the City to
perform the required restoration work:
32. flagger Requirements .
A. Minimum Requirements
L. 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 sufficient time to avoid injury.
• Page 4 of 6
PERMIT NO. 11053
CVWD / Replace 1 V2 in Plastic Water Service Line / 49-499 (#6 and #7)
Eisenhower Drive X -Street Calle Mazatlan
B. Flagger Safety Apparel
1. Background
a. Fluorescent orange -red, or
b. Fluorescent yellow -green
2. Retroreflective material (Orange, yellow, white, silver, yellow -green, or fluorescent
version.
3. Material 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 paddle octagonal in shape with minimum 18" width and 6" letters. Must
have white legend on red background.
E. Flagger Communications
1. If work area is-too.long for relay (2 flaggers can't see each other)
a. One flagger given the responsibility to coordinate
b. Use Radios or
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.
33. The permittee shall place temporary no, parking signs along the parking area affected by the
construction. The signs shall be placed along the area 481-irs prior to the start of closing the area,
and removed immediately after the construction completion date.
34. Prior to commencing the excavation of a trench 5 feet in depth or greater and into, which a person will
be -required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial
Safety pursuant to 7-10.4:1.
Page 5 of 6
Page 6 of 6
40 Work Area Traffic Control Handbook
Right Lane Closure
0
ER SPACE
0
FOR HIGH SPEED SITUATIONS SEE SECTION 8
NOT TO SCALE
w
ELIZER AND SIGN SPACING") N.
(1) Refer to specmc bme regUlrememSJOr WOrx On mate rrenwayb at na Otaw n1w, 1waya.
(2) Posted Speed or observed operating speed (whichever is greater).
(3) Channeliaer spacing shall be reduced in half at areas where work is taking place, on curves, or areas of head-on conflict
(4) Buffer space may be inserted in low speed urban areas, should be inserted in high speed urban and rural areas, and shall be
inserted in Local Agency Freeways. Buffer space, when inserted, should be increased on downgrades and should be kept clear
of equipment and materials, except for a Shadow Vehicle.
MINIMUM RECOMMENDED CHANN
SPEED'S"
MPH W
DIMENSION
A
SIGN
SPACING
ft m
DIMENSION
g
MINIMUM
MERGING
TAPER L
ft m
DIMENSION
C
MINIMUM
sHIFnNG
TAPER 12 L
ft m
DIMENSION
D'
MINIMUM
SHOULDER
TAPER 1/3 L
ft m
DIMENSION
E
BUFFER
SPACE �
ft m
MAXIMUM
CHANNELIZFR
SPACING
TAPER ca
ft m
MAXIMUM
CHAJNNELIZER
SPACING
TANGEtNT O
ft m
25
125
40
125 40
63
42 13
158 48
25
50 0s)-
30
180
180'
90 3l)
sfl
206 62
30 9
60 18
35
245
245
123
82
257 .80
35 11
.70
40
320
100
329 100
160 50
107
315 100
40(13).80
W.
45
540
165
540.(165).270
80
180
378 11
48 1
98 30
50
600
180
600 180
300 90
200
446 130
48 15
98 30
55
660
660
330 100.
220
520 165
48 15
98
60
720
720
360 110
240
598 180
48 1
98 130)
65
780
40
780 40
390 120
260 80
682 210
48 15
98
Local Agency
F N
1000
1000
500 150
330 100
1000 300
48 1
98 30
Pedestrians
WA
WA
20
10
6
WA NIA
3 1
6
Bicyclists
Use Roadway
Swdv_M
..Sion
38 12
-A 8
WA NIA
12 4
25 8
(1) Refer to specmc bme regUlrememSJOr WOrx On mate rrenwayb at na Otaw n1w, 1waya.
(2) Posted Speed or observed operating speed (whichever is greater).
(3) Channeliaer spacing shall be reduced in half at areas where work is taking place, on curves, or areas of head-on conflict
(4) Buffer space may be inserted in low speed urban areas, should be inserted in high speed urban and rural areas, and shall be
inserted in Local Agency Freeways. Buffer space, when inserted, should be increased on downgrades and should be kept clear
of equipment and materials, except for a Shadow Vehicle.
See below for Finance Revenue Codes .
V
ENCROACHMENT PERMIT
of 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.
FILE 0069y,
Subdivision Improvement Permit.- Class III
Minor Improvement Permit Class IV
DATE: 6/6/2011
LOCATION OF CONSTRUCTION: 49-499 (#6 and #7) Eisenhower Drive X -Street Calle Mazatlan
PURPOSE OF CONSTRUCTION: CVWD Project WFO117606 and WF0117608; Replace 11-1/2" Plastic Water Service Lines
DESCRIPTION OF CONSTRUCTION:' NIA
DIMENSION OF INSTALLATION OR REMOVAL: N/A
APPROXIMATE TIME WHEN WORK WILL BEGIN: 6/8/2011 TIME OF COMPLETION: 9/1/2011
ESTIMATED CONSTRUCTION COST: N/A (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing
permanent resurfacing and/or replacing improvements)
COMMENTS City of La Quinta will Invoice the Permittee for T&M Expenses TBD on Material Ledger
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 oroccuring 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 1:30 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 wfk\
nature of Appi
or
CVWD - Dan Fewings P.O. Box 1058, Coachella, CA 92236. 760-832-3920
Name of Applicant Business Address Telephone No
CVWD Forces P.O. Box 1058, Coachella, CA 92236 760-398-2651
Name of Contractor and Job Foreman Business Address Telephone No.
N/A NIA
Contractor's License Number City Business License No
Self-insured Sefl-Insured
Applicant's Insurance Company Policy Number
FEES Subdivision Improvement Permit - Class I Public Improvements: 3% of estimated construction costs r
Minor Improvement Permit - Class I Private Improvements: 3% of estimated construction costs .
Finance Revenue Code
Inspection Fee E_1 ,.
0.00
Permit Fee E-1.
0.00
As -Built Deposit E-A-
0.00
Cash Deposit -Surety Bond, ; E_B ..
0.00
if required
TOTAL
$0.00.
PERMIT NUMBFR: -1 053
DATE ISSUED; zO 7
EXPIRATION D
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.
bee oeiow for mnance rtevenue t;oaes
4ei5
ENCROACHMENT PERMIT
"�oFr 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.
adv Subdivision Improvement Permit.- Class III
Minor. Improvement Permit -Class IV
DATE: 6/6/2011
LOCATION OF CONSTRUCTION: 49499 (#6 and #7) Eisenhower Drive X -Street Calle Mazatlan .
:PURPOSE OF CONSTRUCTION: CVWD Project WF0117606 and WF0117608; Replace 1-1/2" Plastic Water Service Lines.
DESCRIPTION OF CONSTRUCTION: NIA
DIMENSION OF -INSTALLATION OR REMOVAL: N/A
APPROXIMATE TIME WHEN WORK WILL BEGIN: 6/8/2611 TIME OF. COMPLETION: 9/1/2011
ESTIMATED CONSTRUCTION COST.: .',N/A (including removal of all obstruction; materials, and debris, backfilling, compaction and placing
permanent resurfacing.and/or replacing improvements) .
COMMENTS Gifyjof`La=Qulnta:°wi1l=lnvoice`fhe Parmittee for TBM Expenses.TBD.on Mateciat Ledger.
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 ataeasttwenty-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);7;7.74097Tp:-1:30. 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 Quinti and to pay- for any additional. replacement necessary as the result of this work.
Signature of Applicant or Agent
CVWD - Dan Fewings P.O. Box 1058, Coachella, CA 92236760-832-3920
.Name of Applicant Business Address Telephone No
CVWD Forces P.O. Box 1058, Coachella, CA 92236 760-398-2651 '
Name of Contractor and Job Foreman. Business Address Telephone No.
N/A N/A
Contractor's License Number City Business License No
Self -Insured Sefl-Insured
: Applicant's Insurance Company Policy Number ,
FEES Subdivision Improvement Permit.- Class I Public Improvements: 3% of estimated construction costs
Minor Improvement Permit - Class I• Private Improvements: 3'/0 of estimated 'construction costs
Finance Revenue Code
fnspection Feb. E-1
0.00 '
Permit Fee E_1 ..
0.00
As=Built Deposit -E -A-'0.00
Cashl Deposit -Surety Bond, ` EE=B
0.00
If required
TOTAL -
$0,00
PERMIT NUMBER: 11053
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.
City of La Quints
The following General and Special Provisions are attached to and made a part.of
Permit Number 11053
The followina shall always aon/v:
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 fromtheright 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 ('/<") 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
® R9
❑ R10
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.
SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
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. e
® 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 shalt 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
three inches (3") of SC -800 shall be placed immediately. A. permanent 'patch of Asphalt Concrete surfacing per City of La
Quinta Standard 600 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. 11053'
CVWD / Replace 1 % in Plastic Water Service Line % 49-499 (#6 and #7)
Eisenhower Drive X-Street-Calle Mazatlan
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 permittee may only work at night if approved by the City Manager. If approved by the'city manager,
k night work may be halted if the city receives complaints. about the night work. '
r '
4. CocheHa Valley Water District (Dan Fewings), hereinafter referred to as "Permittee_ shall be ;
responsible for providing continuous dust and erosion control. ,
5.. Streets shall be kept _clean: They shall be'completelycleaned at the end of each working day and more
frequently, if required.. '
6'. 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.
t
-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) neither before 8:00 a.m. nor after 4:30 p.m.
7.• 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 City Traffic Signal Maintenance Technician at (760) 250-0571 if signal operation at the intersection
..is to be, altered in any way.
8. ,The permittee shall submit inspection requests.by calling the City Inspection Hotline at (760),777=7097
"'.
"before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. 1
9 LIn''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.'
t
Special Conditions Page I of 6 . ' T
.r. .
T !
PERMIT NO. -11653. r
CVWI) / Replace 1 % in Plastic Water Service Line / 49-49W(#6 and #7)
Eisenhower Drive X -Street Calle Mazatlan
. 10. A traffic 'control .plan shall lie.prepared in accordance with the latest version of the, WATCH
Manual and/or the latest version of the California MUTCD 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
permittee must submit a traffic control planwhich shall be prepared under the guidance of,the latest
version of the'California. Manual of Uniform Traffic Control Devices (MUTCD). It shall be the
Perimittee'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. ;
11.1 Prior to excavating, cif 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.
12. 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.` ,
13. The City,of La Quinta reserves the right to require modifications of the work be made at permittee's
sole cost for proper :sight distance requirements per, guidelines in the AASHTO A Policy on
Geometric Design of Highways and Streets, 5`l' Edition" or latest, in the installation of all
appurtenances abutting and within the public street right-of-way.
• 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 '
deter n' ine•the city inspector's phone number:
15. This permit is not valid until the permittee submits, to. the Public•Works Department.2 weeks prior to
' . start of construction, the name of the Cityapproved contractor, who shall submit to the City the
following items:
a. General Liability Insurance Company and Policy Number.
b. 'City Business License
Contractors State License Number-
1&-
umber16: The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts
provided in Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall
be kept in full force and. effect at all times by Applicant- or Contractor during the prosecution of the `
permitted work and updated Certificate of Liability Insurance 'shall be submitted to the City. Each
policy shall name the City as an additional insured. ;
Special Conditions' Page 2 of 6 . ,
` PERMIT NO: 11053
y CVVM, / Replace 1 % in Plastic Water Service Line / 49-499 (#6 and #7)
r Eisenhower Drive X -Street Cal.le'Mazatlan
17. 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.
t
:18. 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% base_ d on ASTM D 1557
16
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
Il. 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 notvalid 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:
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.
t L Native material maybe used as backfill material provided that minimum compaction, achieved in the ,
manner prescribed herein, is achieved. Backfill shall be performed by mechanical means' nowater.
" 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.
r , Page 3 of 6
PERMIT NO. 11053
CVWD / Replace 1 % in "Plastic Water Service Line / 49-499 (#6 and #7)
.Eisenhower Drive X -Street Calle-Mazatlan
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.
24. 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) within
intersections and 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 Quints 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 or equity 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.
32. - 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 sufficient time to avoid injury.
Page 4 of 6
PERNHT NO. 11053
CVWD / Replace 1 % in Plastic Water Service Line / 49-499 (#6 and #7)
Eisenhower Drive X -Street Calle Mazatlan
B. Flagger Safety Apparel
1. Background
a. Fluorescent orange -red, or
b. Fluorescent yellow -green
2. Retroreflective material (Orange, yellow, white, silver, yellow -green, or fluorescent
version.
3. Material "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 paddle octagonal in shape with minimum 18" width and 6' < letters. Must
have white legend on red background.
D. Directing Traffic
1. Only three (3) signals are required.
STOP
E. Flagger Communications
1. , If work area is too long for relay (2 flaggers can't see each other)
a. One flagger given the responsibility to coordinate
b. Use Radios or
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.'
33. The permittee shall place temporaryno parking signs along the parking area affected by the
construction. The signs shall be placed along the area 48hrs prior to the start of closing the area,
and removed immediately after the construction completion date.
34. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will
be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial
Safety pursuant to 7-10.4.1.
Page 5 of 6
• PERMIT NO. 11053
CVWD / Replace 1.% in Plastic Water Service Line / 49-499 (#6 and #7)
«
Eisenhower Drive X -Street Calle Mazatlan`
.. :N �>
City oft :Quints
' l `'v ' _
ti' TIME MONTHLY:LEDGER!
'F' .•
• &`MATERIAL
..
FOR•.- t
This time 8 materiel ledger summartrss the ofUce and
�;
I `
x
held gaff Urime dedoted.to encroachment pemuts Issued
MONTH
I' F
. to the subject Permittee;:Including,contract
"•
STAFF MEMBER::• .: - '
DATE, ;PERMIT NO. - TIME , HOURLY EXTENDED
r
RATE
.. , START . .STOP;-_ TOTAL COST`
...: ...r ..- ....
- f
i
y
-
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.7270.
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.
Page 6 of 6
o 0i
Work Area Traffic Control Handbook
Right Lane Closure
—®
E BUFFER SPACE
B
FOR HIGH SPEED SITUATIONS SEE SECTION 8
NOT TO SCALE
(1) Refer to specific State requirements Tor wont on aiaie rmeways aim aiaie F1191may..
(2) Posted Speed or observed operating speed (whichever is greater).
(3) Channelizer spacing shall be reduced in half at areas where work is taking place, on curves, or areas of head-on conflict.
(4) Buffer space may be inserted in low speed urban areas, should be inserted in high speed urban and rural areas, and shall be
inserted in Local Agency Freeways. Buffer space, when inserted, should be increased on downgrades and should be kept clear
of equipment and materials, except for a Shadow Vehicle.
tid
MINIMUM RECOMMENDED CHANNELIZER AND SIGN SPACING"'
SPEED "S°
MPH W
DIMENSION
A
SIGN
SPACING
ft m
DIMENSION
B
MINIMUM
MERGING
TAPER L
ft' m
DIMENSION
C
MINIMUM
SHIFTING
TAPER V L
ft m
DIMENSION
D
MINIMUM
SHOULDER
TAPER 1/3 L
ft m
DIMENSION
E
BUFFER
SPACER
ft m
MAXIMUM MAXIMUM
CHANNELIZER CHANNELIZER
SPACING SPACING
TAPER P TANGENT m
ft m ft m
25
125 40
125' 40
63
42 13
158 48
25
50 15
30
180 60
180'(60)-90
30
60 20
205 62
__R_____U9
60 18
35
245
245 5
123
82
257 .80
35 11
.70
40
320 100
320 100
160 50
107
315 100
40 13
80
45
540 165
540. 165
270 80
180 55
378 11
48 15
98 30
50
600 180
600 180
300 90
200 60
446 130
48 15
98 30
56
660660
330 100
220
520 165
48 15
98 30,._
60
720 220
720
380 110
240 5
598 180
48 1
98 30
65
780 240
780 40
390 120
260 80
682 210
48 1
98 30
Local Agency
Freeways ro
1000 . 300
1000 300
500 150
330 100
1000 300
48 1
98 30
Pedestrians
WA WA
20 6
10 3
6
NIA WA
3 1
6
Bbitfids
Use Roadway
Sign
75
38 12
25 8
WA WA
12 4
25 8
(1) Refer to specific State requirements Tor wont on aiaie rmeways aim aiaie F1191may..
(2) Posted Speed or observed operating speed (whichever is greater).
(3) Channelizer spacing shall be reduced in half at areas where work is taking place, on curves, or areas of head-on conflict.
(4) Buffer space may be inserted in low speed urban areas, should be inserted in high speed urban and rural areas, and shall be
inserted in Local Agency Freeways. Buffer space, when inserted, should be increased on downgrades and should be kept clear
of equipment and materials, except for a Shadow Vehicle.
tid