11008.. See below for Finance Revenue Codes
1 r
TitT 4
r//;;a
ENCROACHMENT PERMIT
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.
IFELIE COPw Subdivision Improvement Permit - Class III
Minor Improvement Permit - Class IV
DATE: 1/1112011
LOCATION OF CONSTRUCTION: Ave 48 and Jefferson Street
PURPOSE OF CONSTRUCTION: Repair Sinkhole #00177815017202 WF 0082975/01
DESCRIPTION OF CONSTRUCTION: Remove and Compact a 10'x 10' Area.
DIMENSION OF INSTALLATION OR REMOVAL: 10'x10'
APPROXIMATE TIME WHEN WORK WILL BEGIN: 1/25/2011
ESTIMATED CONSTRUCTION COST: N/A
TIME OF COMPLETION: 1/25/2011
(Including removal of all obstruction, materials, and debris, backfilling, compaction and placing
permanent resurfacing and/or replacing improvements)
COMMENTS City -of -L'a`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 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.)x777-
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 work. 44—
Signature of Applicant or Agent
CVWD - Bernardo Sauceda
Name of Applicant
CVWD Forces
Name of Contractor and Job Foreman
N/A
Contractor's License Number
Self -Insured
Applicant's Insurance Company
FEES Subdivision Improvement Permit - Class I
Minor Improvement Permit - Class I
P.O. Box 1058, Coachella, CA 92236
Business Address
P.O. Box 1058, Coachella, CA 92236
Business Address
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
(760)902-4392
Telephone No
(760) 398-2651
Telephone No.
N/A
City Business License No
Self -Insured
Policy Number
Public Improvements: 3% of estimated construction costs
Private Improvements: 3% of estimated construction costs
PERMIT NUMBER:. 11008
DATE ISSUED: ?- 2 - I
EXPIO�DPTE: ?. 2 • t'Z
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.
Date: / / / /
Tract No:
Vicinity:_
T -4f qY 4Q�rW
PUBLIC WORKS DEPARTMENT
APPLICATION, FOR PERMIT
E
Project N
Purpose of Construction (Ex: Rough Grading, Offsite Street etc.)
eal 7 / o/ 72- o2- WF Oat 7 �Ka 1
De§gnption of Construction (Ex: See Plan Set No. 01234)
[Dimension of Installation or Removal: _ / O ,�' JO
Approximate Construction Start Date:
Approximate Construction Completion Date:
Estimated Construction Cost: $ N
/
Estimated Construction Cost spall include the removal of all obstructions, materials, and debris, back -filling, compaction and
placing permanag resurfacing and or replacing improvements
Contact Name: e✓ (% ,5',q.4e6e&:;t.'Phone Number: 700 OZ x/39
Name of Applicant/Owner:
Applicant Address: Z D. $0,1'
Applicant Telephone Number: 7hp 39ff 2-6 S/ '
Name of Contractor: CVINA T;q e-C.eS
Contractor Address:
Contractor Telephone Number:.
Contractor State License Number:
Contractor City Business License Number:
► A COPY OF THE CURRENT INSURANCF CERTIFICATE MUST BE PROVIDED /
Applicant or Contractor General Liability Insurance Company:
Applicant or Contractor General Liability Insurance Policy Number.
S>'l-C -Ln5ur2d
office Use only:
Inspection Fee: (h
Pernvt Fee: (�1�
As-BuiltF,
Deposit:
Dust Control
Deposit:
CrWit
TOTAL FEE DUE: �O
Office Use Only:
Assigned Permit Number: I 1 O g
Approval Date: l
Expiration
Date:
Issue
Date:
PERMIT NO. 11008
CVWD / Repair Sinkhole / Avenue 48 and Jefferson Street
City of La Quinta
TIME & MATERIAL MONTHLY LEDGER.
r
FOR: I This time & material ledger summarizes the offlee and
t� field staff time devoted to encroachment permits issued
MONTH: to the subject Permittee; including contract staff. -
STAFF MEMBER:.
DATE PERMIT NO. TIME HOURLY EXTENDED
.START STOP -TOTAL RATE COST
SUBTOTAL=
r7e era+ Sheet of
Page 6 of 6
7300
y
µ' N E v 2 �� D DZ
S0W2M (RT) DD 09
NO SCALE
�
Lk -
0
pair uNE� O U 0 W
�sao
pROJ T O•
W4-12 _ A o
c1TY OF '-'. OUINTA/� R. V. PARK
uE TAMPICO-
78-495
1504
P.O. BOX X47-150is 4 - _-�`� ;. t ; D Q D G:ax
U1NT� CA9 for d"
Q
LA tur is rest.
{? O
TAKEN Cu uantltlE and D Ra►DWORK
NO EX TION ons, 4 ..1
CEP tiir+ ' .-,tion With oth, nts of .
FURNISH AS CO
;i3nce With raga`'! .1 does
�t documents ,ract)
IFIED ITEM _;_e Ch3n9E
SUBN►IT SPEC nts unless sr,ted in 1) 19
e,Uireme change order- c i {
REMISE AND FtESUO"- , $egerate letter or
(Rn
REJECTED ess� " D D
DO Lv Q
DUNES PALMS RDMar
(REDUCED TO FIT) MIRAFLORES W °-'
G20-2, • E2tSnNG e D V } ' �. EIUsnNG
G2
BLVD ` y n. , l ARK
END Eu-3FNo J�
RDAD WORK 1.• b _ D
AVE 48 i a 0 500'
R�T
=> =>
00 0n C=
C9
7 C* L a' A a3 pp Q
Q,�o00 Ad c�COQO Coc-7.O c�c7bQaogoo�oo
g - -_j g g— RK EA 0 0 0 o a a
1660' 660' 660' 660' p0C„ 0
E Q G2a2
I ® C30 (CA) � 0 u 0 END
W 0-1 W20-5.(RT) W4-2 "�LANo,0 RatD WORK
THE BRIDGE „►N� ��� 0 , AT JEFFERSON
MESSAGE G20 -2Q
00 To 0
SIGN END
as o0
00 00
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2010 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROLS (M.U.T.C.D.) 0�} 0 0 D
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED 864 RBviBN•edBy - Date Speed Umlt
NECESSARY BY CITY OF LA QUINTAAND/OR INDIOREPRESENTATIVE. D 0 55
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC Traffic Control Plan for
CONTROL PLANS. Repair Sink Hole
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10'(12- TYR) TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BEA MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. Pdme Contractor Contact
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. Coachella Valley Water Dist. Bernardo 76 902-4392
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND RETURNED TO NORMAL.. Traffic Control Design by Phone Prepared By
7. WORK HOURS TO BE SET BY THE CITY OF LA QUINTA. Tops N Barricades, Inc. (800)852 -TOPS Ron Fifield
8. CHANGEABLE MESSAGE SIGN (CMS) SHALL BE PLACED OFF THE TRAVEL WAY AND NOT INTERFERE WITH TRAFFIC. CMS SHALL BE PLACED 1 WEEK PRIOR TO START OF THE WORK. sheet Number Date Pennh Number
CMS SHALL READ AS FOLLOWS: 'ROADWORK AND, NO RIGHT TURN AT JEFFERSON, DATE AND TIMES, USE ALTERNATE ROUTE." 1 01/28/10 To Be Issued on Approval
w Q
o� moo:
w �c4
��►r�0,
Date: 6/21/201.1
S M T W I TH F S
Permit # 11008
CVWD
City of La Quinta
Public Works Engineering Department
Inspector's Daily Log
Commercial/Residential Development
Weather: Clear ® Cloudy ❑ Rainy ❑ Overcast ❑
Temperature Range: 80-112 Wind: Still® Moderate ❑ High
S/B Eisenhower Drive between Avenida Fernando and Avenue 50
CVWD was onsite_to replace plastic water valves with copper water valves for water service to
the La Quinta Country Club along S/B Eisenhower Drive between Avenida Fernando to Avenue
50. Three areas were excavated to replace aforementioned parts by utilizing a backhoe to
water services. After replacement of water service valves native material was placed to -1 "
below aggregate base grade. Aggregate base was then placed in two 5" lifts and
compacted by utilizing a jumping jack compactor. Areas were hand probed by inspector after
placement of final 5" lift (10" total). Material was very firm and non -yielding. Temporary AC was
then placed in two 3" lifts and compacted by aforementioned methods. Operation was
repeated for all areas along aforementioned location.
NPDES: During operation material was kept away from storm drains and gutters. Work area was
swept clean during and after operation with no material or debris left in gutters or storm drains.
By: Title: Construction Inspector
Page 1 of 1
CADocuments and Settings\dwatkinsNy Documents\My Documents\Old ProjectACVWD Work\CVWD6-21-201 I.doc
Date: 6/23/2011
S IM T JW ITH
JE S
Permit # 11008
CVWD
City Ia Quinta
of
Public Works Engineering Department
Inspector's Daily Log
Commercial/Residential Development
Weather: Clear ® Cloudy ❑ Rainy ❑ Overcast ❑
Temperature Range: 80-112 Wind: Still® Moderate ❑ High
S/B Eisenhower Drive between Avenida Fernando and Avenue 50
& Calle Hueneme
CVWD was onsite to replace temporary asphaltic concrete patches for the La Quinta Country
Club water service repair along S/B Eisenhower Drive between Avenida Fernando to Avenue
50 and also on Calle Hueneme. Three areas were excavated to replace aforementioned
temporary AC patches by utilizing a backhoe. After removals 1/2" permanent AC was then
placed in two 3" lifts and compacted by utilizing a 3 ton, dual smooth drum compactor.
Operation was repeated for all areas along aforementioned locations.
NPDES: During operation material was.kept away from storm drains and gutters. Work area was
swept clean during and after operation with no material or debris left in' gutters or storm drains.
Note: Contractor set up pre -warning signs, arrow on truck and cones for traffic control to closes
the #2 lane of S/B Eisenhower Drive from north of the Avenida Fernando/ Eisenhower Drive
intersection to north of the Avenue 50/ Eisenhower Drive intersection.
By: �� 1 Title: Construction Inspector
Page 1 of 1
CADocuments and Settings\dwatkins\My Documents\My Documens\Old Projects\CVWD Work\CVWD6-23-201 Ldoc
Date: 6/28/2011
Permit # 11008
CVWD
City of La Quinta
Public Works Engineering Department
Inspector's Daily Log
Commercial/Residential Development
Weather: Clear ® Cloudy ❑ Rainy ❑ Overcast ❑
Temperature Range: 80-113 Wind: Still® Moderate ❑ High ❑
S/B Eisenhower Drive between Avenida Fernando and Avenue 50
CVWD was onsite to replace temporary asphaltic concrete patches for the La Quinta Country
Club water service repair along S/B Eisenhower Drive between Avenida Fernando to Avenue
50 in the sidewalk area. Three areas were excavated to replace aforementioned temporary
AC patches by utilizing shovels. Sub -grade was re -compacted by utilizing a jumping jack
compactor. Inspector probed area with all areas being firm and non -yielding. Concrete was
then placed by tailbating a concrete truck at 6". After placement concrete was finished and
expansion joints were placed at edges of placed concrete. Operation was completed at end
of day.
NPDES: During operation material was kept away from storm drains and gutters. Work area was
swept clean during and after operation with no material or debris left in gutters or storm drains.
Temporary asphaltic concrete was placed in a dump truck and hauled off site.
Note: Contractor set up pre -warning signs, arrow on truck and cones for traffic control to closes
the #2 lane of S/B Eisenhower Drive from north of the Avenida Fernando/ Eisenhower Drive
intersection to north of the Avenue 50/ Eisenhower Drive intersection.
By: Title: Construction Inspector
Page 1 of 1
CADocuments and Settings\dwatkinAMy DocumentsUNy Documen-s\Old Projects\CVWD Work\CVWD6-28-201 Ldoc
T4hf 4 � Qu;Mrw
ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
See below for Finance Revenue Codes
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.
—Ropwco P" Subdivision Improvement Permit - Class III
Minor Improvement Permit - Class IV
DATE: 1/11/2011
LOCATION OF CONSTRUCTION: Ave 48 and Jefferson Street
PURPOSE OF CONSTRUCTION: Repair Sinkhole #00177815017202 WF 0082975/01
DESCRIPTION OF CONSTRUCTION: Remove and Compacta 10'x 10' Area.
DIMENSION OF INSTALLATION OR REMOVAL: 10'x10'
APPROXIMATE TIME WHEN WORK WILL BEGIN: 1/25/2011
ESTIMATED CONSTRUCTION COST: N/A
TIME OF COMPLETION: 1/25/2011
(Including removal of aid obstruction, materials, and debris, backfilling, compaction and placing
permanent resurfacing and/or replacing improvements)
COMMENTS Cityrof;l a`Qui'nt8 w111' Invoice the Permittee for T,B�MExpenses>TBD omMaterial Ledger. t
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 (76,0),7'77-
7097. To submit an inspection request, leave a message on the Inspection Request Hotline a (760) 777=7097;priorto`1,:30 FA'.. at
least twenty-four (24) hours prior to the anticipated inspection, k�---� -
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City
of La Quinta and to pay for any additional replacement necessary as the result of this work.1-01
f7Q ✓
Signature of Applicant or Agent
CVWD - Bernardo Sauceda P.O. Box 1058, Coachella, CA 92236 (760) 902-4392
Name of Applicant Business Address Telephone No
CVWD Forces
.Name of Contractor and Job Foreman
N/A
Contractor's License Number
Self -Insured
Applicant's Insurance Company
FEES Subdivision Improvement Permit - Class I
Minor Improvement Permit - Class I
P.O. Box 1058, Coachella, CA 92236
Business Address
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_13
$0.00
if required
TOTAL
$0.00
(760)398-2651
Telephone No.
N/A
City Business License No
Self -Insured _
Policy Number
Public Improvements: 3% of estimated construction costs
Private Improvements: 3% of estimated construction costs
PERMIT NUMBER:. 11008
DATE ISSUED: ?,' 2 - It
EXPIRT95t4TE: ?. 2 • i z
BY: cj DSS
6.0
WORK INSPECTED BY*: ,2
PERMIT COMPLETION DATE*:
* If the work is covered by a Subdivision Improveglent Agreement, Subdivider
shall request final acceptance of improvements from the City Council.
M
Tdr 4 4t� aawai
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Date:
Tract No: Project Name:
Vicinity:_ l4k:!e, tlV ezeal' A01
Purpose of Construction (Ex:
0, Rough Grading, Offsite Street etc.)
lei e -
AVA_ 7202- WE a.V;?J_ 975 _-6
Des of Construction (Ex: See Plan Set No. 01234) 2 ezv jQe
Dimension of Installation or Removal: _l
Approximate Construction Start Date:
Approximate Construction Completion Date:
Estimated Constructi n. Cost: $ N /A
Estimated Constractioir Cost shall include the removal ofall obstructions, materials; and dtbrisback-filling, compaction and
-placing pormanca raurfacing and or replacing improvements
Contact *Name: ff6,K"r-64 Sa 4( 4e�a'Phone Number: 7 0 YaZ_ '/-9�2
Name of Applicant/Owner:
Applicant Address:,,-' e. 1413k
Applicant Telephone Number. 7,r -,o J'Zf 5 -
Name of Contractor: C V
w1b
Contractor Address:
Contractor Telephone'Number:
Contractor State License Number:
Contractor- City -Business License Number:
)_'-,ACOPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROMEDApplicant -4
or Contractor General 'Liability Insurance -Company:
-Applicant or Contractor General L.iabl-fit I - sura c6 Policy Number.
56(C -T15=7
Office Use Ont
Inspection Fcc.
Permit Fee:
As -Built
Deposit:
Dust Control
Deposit:
QW.
-Arnount:-
TOTAL Fift, Wri.: 0
Office Use Only:
Assigned Perniif Number:
Approval Date:
Expiration
Date:
Issue
Date:
City of__La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 11008
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
surfaceunless 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 brokernduring.the term -of this contractor 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.
RIG HT -OF -WAY tLEANU P: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All
paved surfaces shall be broomed dean 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 fo/lowlnst 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 perinittee 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:
0'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 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 ''Y2") 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.
Citv of La.Quinta
R R11. .COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinti may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Qulnta forces to preclude delay or interference with State or City of La Quinta projects.
®: R12 SURVEYMONUMENTS: 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 OFEXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall beproperly 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 (T) and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a. relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised
that the•backfill. material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction.. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be.continuos.
❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one-
-thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
&101 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 Califomia; 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. 11008
CVWD / Repair Sinkhole / Avenue 48 and Jefferson Street
In addition`to the standard permit conditions, the following shall apply:
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,
night'work may be halted if the city receives complaints about the night work.
4. Cocliella Valley Water District (Bernardo Sauceda), hereinafter referred to as "Permittee", shall be
responsible for providing continuous dust and erosion control.
Streets shall'be kept clean. They shall be completely cleaned 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 lst to April 30: Monday -Friday . 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m.. to 5:00 p.m.
May 1st to September 30: Monday -Friday' 6:00 a.m. to 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 41lane 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 TrafficSignal Maintenance Technician at (760) 250-0571 if signal operation at the intersection
is tabet altered in any. way.
8. The perrhittee 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 and for any damage to other City streets or facilities as a result of work performed under
this permit.
PaoP 1 of h
PERMIT N0.41008
CVWD / Repair Sinkhole / Avenue 48 and Jefferson Street
10. A traffic control plan shall be- prepared in accordance with the latest version of the .WATCH
Manuel 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 theguidance 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 ihe'following when applicable: A minimum of two (2) travel lanes of paved surface
shallbe 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, 56' 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. 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.
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.
Page 2 of 6
PERMIT NO. 11008
CVVM / Repair Sinkhole / Avenue 48 and Jefferson Street
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 locatedvithin the existing R/W with the following requirements:
a. Class H 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 mustbe submitted to the Public Works Department and attention this to the Assistant Engineer
H. If the archaeologist determines the site is not to be required to be observed, please submit a letter
signedby 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 maybe 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 be borne by the Permittee. Copies of all test results
shall be furnished to the City Inspector.
PAOP. i of 6
PERMIT NO. 11008
CVWD / Repair Sinkhole / Avenue 48 and Jefferson Street
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.-
10.
ime:
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.
Pape, 4 of 6
PERMIT. NO. 11008
CVWD / Repair Sinkhole / Avenue 48 and Jefferson Street
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 temporary no 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.
Panr>. S of A
PERMIT NO. 11008
CVWD / Repair Sinkhole / Avenue 48 and Jefferson Street
Sheet. of .
Pann F of F
t �
f
N
W�EN
NO SCALE
DUNES PALMS RD
(REDUCED TO FIT)
44
L
660'
CIT`�UINT TAMPICO
78-49`' C,,, LC
P O BOX t 504
LA (ZUINT� CA 92247-1504
NO ACCEPTION TAKEN
FURNISH AS CORRECTED
SUBMIT SPECIFIED ITEM
REVISE AND RESUO*
G2"
END
Hao 10
pF.OJ T _
is�
wr is resi--
' .�.,s, quartntti;es and
.
with oth` t_; of
,ante with reQU �, -1 does
l ^t docurnen,- ,,tact
change`, ;ted in
zQuiremen's unless s
change order.
__e�ate letter or
MIRAFLORES
BLVD
rc
660'
W4-2
w
660'
AVE 48
�, G'7Cip
�C7,Q4C
ram
*00"
All
ca
MWAD
_
z
20.5 (RT)W
t, S
ce
- r
ti µ
t d
R. V. PARK
.1
f°1 "`� � �+ /�.�➢ EES
�`►I2�iiIi ,-d Iteatwwan�
9t -in
;7 �7
'660' u'
C30 G)
'r
AM
`.
0.1
Yx"
AHA
.�— Isn e.
y
41 9y
AF
RK�IREA 'a + ^ . ism,!
�• � � ,�. I�' cmz
J C30 (CA) f� d (; END I
LANE - ROAD wau
' r=' THE BRIDGE
._ AT JEFFERSON
ENO
Raw i -MR
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2010 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROLS (M.U.T.C.D.)
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED
NECESSARY BY CITY OF LAQUINTAANDIOR INDIOREPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC
CONTROL PLANS.
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' (12' TYP.) TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BEA MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE,
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND RETURNED TO NORMAL..
7. WORK HOURS TO BE SET BY THE CITY OF LA QUINTA.
8. CHANGEABLE MESSAGE SIGN (CMS) SHALL BE PLACED OFF THE TRAVEL WAY AND NOT INTERFERE WITH TRAFFIC. CMS SHALL BE PLACED 1 WEEK PRIOR TO START OF THE WORK.
CMS SHALL READ AS FOLLOWS: "ROAD WORK AND, NO RIGHT TURN AT JEFFERSON, DATE AND TIMES, USE ALTERNATE ROUTE.'
55
Repair Sink Hole
Prime Coachella Valley Water Dist. Bernardo 76 902-4392
Traffic Control Design by Phone Prepared By
Tops N Barricades, Inc. (800)852 -TOPS Ron Fifield
SheetMo9w Date PermitNmftr
1 01/28/10 To Be Issued on Approval
All
- r
f
ONLY
,.Ip •
,}j'
9t -in
;7 �7
'660' u'
C30 G)
'r
AM
`.
0.1
Yx"
AHA
.�— Isn e.
y
41 9y
AF
RK�IREA 'a + ^ . ism,!
�• � � ,�. I�' cmz
J C30 (CA) f� d (; END I
LANE - ROAD wau
' r=' THE BRIDGE
._ AT JEFFERSON
ENO
Raw i -MR
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2010 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROLS (M.U.T.C.D.)
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED
NECESSARY BY CITY OF LAQUINTAANDIOR INDIOREPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC
CONTROL PLANS.
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' (12' TYP.) TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BEA MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE,
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND RETURNED TO NORMAL..
7. WORK HOURS TO BE SET BY THE CITY OF LA QUINTA.
8. CHANGEABLE MESSAGE SIGN (CMS) SHALL BE PLACED OFF THE TRAVEL WAY AND NOT INTERFERE WITH TRAFFIC. CMS SHALL BE PLACED 1 WEEK PRIOR TO START OF THE WORK.
CMS SHALL READ AS FOLLOWS: "ROAD WORK AND, NO RIGHT TURN AT JEFFERSON, DATE AND TIMES, USE ALTERNATE ROUTE.'
55
Repair Sink Hole
Prime Coachella Valley Water Dist. Bernardo 76 902-4392
Traffic Control Design by Phone Prepared By
Tops N Barricades, Inc. (800)852 -TOPS Ron Fifield
SheetMo9w Date PermitNmftr
1 01/28/10 To Be Issued on Approval
' See below for Finance Revenue Codes
• QUM&
ENCROACHMENT PERMIT
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.
JZW3r. Subdivision Improvement Permit - Class III
Minor Improvement Permit - Class IV
DATE: 1/11/2011
LOCATION OF CONSTRUCTION: Ave 48 and Jefferson Street
PURPOSE OF CONSTRUCTION: Repair Sinkhole #00177815017202 WF 0082975/01
DESCRIPTION OF CONSTRUCTION: Remove and Compact a 10'x 10' Area.
DIMENSION OF INSTALLATION OR REMOVAL: 10'x 10'
APPROXIMATE TIME WHEN WORK WILL BEGIN: 1/25/2011
TIME OF COMPLETION: 1/25/2011
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:L'a'Quinta";will Invoice the Permittee f . r_T&M.Expenses TBD=omMaterial'Led'ger—•-
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 ai (760)'777 7097; pnor tol1:30 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 work._
Signature of Applicant or Agent
CVWD - Bernardo Sauceda P.O. Box 1058, Coachella, CA 92236 (760) 902-4392
Name of Applicant Business Address Telephone No
CVWD Forces
Name of Contractor and Job Foreman
N/A
Contractor's License Number
Self -Insured
P.O. Box 1058, Coachella, CA 92236
Business Address
(760) 398-2651
Telephone No.
N/A
City Business License No
Self -Insured
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
$0.00
Cash Deposit -Surety Bond, 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:. 11008
DATE ISSUED. 7-2— 11 j
EXPIRAT DATE:. 2 • Z. "t i
BY:
WORK INSPECTED BY*: 4 f�
PERMIT COMPLETION DATE*: 2
If the work is covered by a Subdivision Improvement Agreement, Subdivider
shall request final acceptance of Improvements from the City Council.
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 11008
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 shalfcontact 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 (W) to one foot (1').
❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ("" N/A ") feet shall
be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall• be two and a half inches (2 %") of A.C. paving on ('" N/A ") of class ("' N/A " )
aggregate base.
® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
V I City of La Quinta
® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
❑ R18, COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
I
® 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 seryice, 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. 11008
CVWD / Repair Sinkhole / Avenue 48 and Jefferson Street
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,
night work may be halted if the city receives complaints about the night work.
4. Cochella Valley Water District Bernardo Sauceda), hereinafter referred to as "Permittee", shall be
responsible for providing continuous dust and erosion control.
5. Streets shall be kept clean. They shall be completely cleaned 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.
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.
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 and for any damage to other City streets or facilities as a result of work performed under
this permit.
Page 1 of 6
PERMIT NO. 11008
CVWD / Repair Sinkhole / Avenue 48 and Jefferson Street
10. A traffic control plan shall be prepared in accordance with the latest version of the WATCH
Manuel 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, 5`" 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 R 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 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 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.
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.
Page 2 of 6
PERMIT NO. 11008
CVWD / Repair Sinkhole / Avenue 48 and Jefferson Street
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% 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.
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 maybe 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 be borne by the Permittee. Copies of all test results
shall be furnished to the City -Inspector.
Page 3 of 6
PERMIT NO. 11008
CVWD / Repair Sinkhole / Avenue 48 and Jefferson Street
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 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
PERMIT NO. 11008
CVWD / Repair Sinkhole / Avenue 48 and Jefferson Street
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 SLOW PROCEED
4
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 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
JF
` TIME & MATERIAL MONTHLY LEDGER
FOR: ( This time & material ledger summarizes the office and
PERMIT NO. 11008
CVWD / Repair Sinkhole / Avenue 48 and Jefferson Street
City of La Quinta
Pno
em Sheet of
Page 6 of 6
N
W-�-E
NO SCALE
CITY OF ` t1UWTA
78-495TAMPICC
P 8(:)y,1504 1504
LA QUINTA. CA 92247-
NO EXCEPTION TAKEN
FURNISH AS CORRECTED
SUBMIT SPECIFIED ITEM
REVISE AND RESUE:: •
O.
?ROJ T —
r : ,r
res{.
q
C� tc,r is uan:tAl� " and
•.ions, Oth: ,e..
,.IOn with
3.�t5 01
},ante With requ'� 'l does
1 ;t documents ;,.ract
d in
requirements unless�J� order.
_ .ate letter or ch�
0
co
a0
00
a a
as
a�o
as
�a 0a
a.aE
aa:
0 D
.1 0
as
a
as
a 0
�a
�a
ONLY
p
r a
DUNES PALMS RDRM a a
RI -1
(REDUCED TO FIT) MIRAFLORES '
cseR BLVD
ERlsnnc 8 n
ROAD WORK
U
O
AVE 48
O� GaC=G�Od OgC�Q. Cy Cid OGQ G'�' Qd O.00Q47 4
4g��/ $ ORM
W2T)
660'
660'.
660' cao,(CA)
f.AKE�
cEosEo
ROADWORK
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2010 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROLS (M.U.T.C.D.)
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED
NECESSARY BY CITY OF LAQUINTAAND/OR INDIOREPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC
CONTROL PLANS.
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' (12' TYP.) TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BEA MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND RETURNED TO NORMAL..
7. WORK HOURS TO BE SET BY THE CITY OF LA QUINTA.
8. CHANGEABLE MESSAGE SIGN (CMS) SHALL BE PLACED OFF THE TRAVEL WAY AND NOT INTERFERE WITH TRAFFIC. CMS SHALL BE PLACED 1 WEEK PRIOR TO START OF THE WORK.
CMS SHALL READ AS FOLLOWS: 'ROADWORK AND, NO RIGHT TURN AT JEFFERSON, DATE AND TIMES, USE ALTERNATE ROUTE."
I --
ca
O
ca
W
LAW
R. V. PARK
c:os
EKO
ROAD WORK �
R1-0
wsnxc
AHFAD
500'
±
CoogO
.
—90
END
a
; a
ROAD WORK
Q
THE BRIDGE
A
AT JEFFERSON
55
Repair Sink Hole
Coachella Valley Water Dist. Bernardo 76 902-4392
Tmffi4 Control Design by Phone Prepared By
Tops N Barricades, Inc. (800)852 -TOPS Ron Fifield
1 01/28/10 To Be Issued on Approval)