EXC2015-0007c1j,
See below for Finance Revenue Codes 4
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.
DATE: 7/6/2015
LOCATION OF CONSTRUCTION(Street address or Description): AVE 52 WEST OF MADISON ST
PURPOSE OF CONSTRUCTION: CVWD LATERAL 119.65 IMPROVEMENTS
DESCRIPTION OF CONSTRUCTION: EXCAVATION FOR NEW CVWD METER FOR THE HIDEAWAY CLUB
DIMENSION OF INSTALLATION OR REMOVAL:WORK AREA APPROX. 30'X 50; SIDEWALK CLOSED
APPROXIMATE TIME WHEN WORK WILL BEGIN:7/30/2015 TIME OF COMPLETION: 8/31/2015
ESTIMATED CONSTRUCTION COST:S300.000.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and
placing permanent resurfacing and/or replacing improvements)
COMMENTS:
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started 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.'ät 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 and
to pay for any additional replacement necessary as the result of this work.
X
Signature of AppIint or Agent
THE HIDEAWAY -BRUCE MAIZE 80-955 AVE 52 LA QUINTA, CA 92253 (760)218-8420
Name of Applicant (please print) Business Address Telephone No.
JONES BROS CONSTRUCTION CO. P.O. BOX 905 COACHELLA, CA 92236 (760)347-2291
Name of Contractor and Job Foreman Business Address Telephone No.
406921 0000153
Contractor's License No. City Business License No.
IRONSHORE SPECIALITY INSURANCE AG50024403
Applicant's Insurance Company Policy Number
Finance Revenue Code
PERMIT INSPECTION
EXCAVATION $653.00
TOTAL: $653.00
PERMIT NO: EX 2915-0007
DATE ISSUED: 7//S
EXPIRATION DATE:.L57/I ,'
BY: —44k -
WORK INSPECTED BV*:
PERMIT COMPLETION DATE*:
*If the work is covered by a Subdivision Improvement Agreement,
Subdivider shall request final acceptance of improvements from the
City Council.
U
- PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT ~Q 'FF T JV
Date:1j7i/S
Tract No-_______tN Vicinity: VIA 54VM 16i151I1
-
Purpose of Construction (i.e.: RouglGradmg, Mite Street,
I1L/(YiikiTIT_ TIITITITTI
Approximate Construction Start Date: J[2'1-2i15 - Approximate Construction Completion Date I A-4qllsj-
Estimated Construction Cost: $'U) Estimated Construction Cost shall includc the removal of all obstructions, materials, and debris, back-filling, compaction and placing permanent resurfacing and or replacing improvements
Contact Name: [ 1)JI/7 - Phonejbefl2LT21 Name of Applicant/Owner: 7,lti U497 iii' Applicant Address: I 5Z L 4 biiiM (4 4Z63 J Applicant Telephone Number-
Applicant E-mail Address:[ 44j SC )YA//4fr /A . C14v1
Name of Contractor
Contractor Address: I P. S( 5'( C Lc.C(c4.. C(j. CZ 3 j Contractor Telephone Number: [I1(k
Contractor State License Number: I 'IC) co 92. I
- Contractor City Business License Number: I Contractor E-mail Address
A COPY OF THE CURRENT INSURANCE CERTWICATE MUST BE PROVIDED '4 IVlicant or Co oGnera1LiabiliyInsuran Company
- .4-ron. I-n$ -*t ce or Contractor ic Number:
Office Use Only:
rnspection Fee:
'V Permit Fee:
€)1cCcaVtt)Oh As-Built
Deposit:_________________
Dust Control
Deposit:_______________
Credit
Amount:
TOTAL FEE DUE:
I I lrlt,PIt tlorktictc - i-nrmC K. a nr%Iu-flnr
Office Use Only: I Assigned Permit Number exc 00Y7 Approval Date: I Expiration
Date:
Issue
Date:
Administrative Authority.
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number EXC20I5-0007
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 Quints 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 Quints 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 Quints 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 dc-watering operations are required and pumps are forcing water on City of La Quints roads, it shall be the
responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for
the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time,
permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
RI NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
0 R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quints 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.
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.
D 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 Quints 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 Quints shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
0 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 Quints 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 W) of A.C. paving on (** N/A ) of class (** N/A )
aggregate base.
O R9 SIGHT CLEARANCE: Sight Clearance of six-hundred feet (600') in all directions shall be assured and maintained at all
times.
RIO SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturers specifications.
City of La Quinta
Z 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.
El 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.
Z 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.
0 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.
0 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.
0 R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (21 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.
0 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.
0 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. TC2015-0007
The Hideaway /Trench to Install New CVWD Meter; Close Sidewalk /
Ave 52 West of Madison St
In addition to the standard permit conditions, the following shall apply:
Pursuant to Section 14.16.3 20 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordanàe 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:
This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
The Hideaway (Bruce Maize) and Jones Bros. Construction, hereinafter referred to as "Perrnittee",
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.
Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the
work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of
equipment within one-half mile of human occupancy shall be performed only during the following time
periods:
October 1st to April 30: Monday-Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1st to September 30: Monday-Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. 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 (i.e. any 4 lane street) before 8:00 a.m.
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. ThePermittee shall contact
the City Traffic Signal Maintenance Division at (760) 777-7070 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.
The permittee and/or contractor placing engineered fill must provide adequate time and safety for the
Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing
frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be
determined to be placed according to the city approved plans.
Special Conditions Page 1 of 5
PERMIT NO. TC2015-0007
The Hideaway /Trench to Install New CVWD Meter; Close Sidewalk /
Ave 52 West of Madison St
9. The permittee and/or contractor shall provide surveyor staking information adequate for the City
Inspector to determine horizontal and vertical locations relative to the approved city plans. The
minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall
state the horizontal location relative to building corner and the elevation of the top of hub next to the
lath.
10. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
Permittee shall assume responsibility for repair of any pavement damage to any public or private street
and for any damage to other City streets or facilities as a result of work performed under this permit.
11. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to
start of construction, a letter from any owners of the driveways/access ways that will be closed down
due to the construction. The letter must be approved by the city and at minimum state from the owner
the following:
Approval of the construction
Plan identification
Time Frame of Closure
Alternative Routes
12. Any land on which Williamson Act contracts apply shall remain undisturbed.
13. 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.
14. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at
residential streets, advance warning signs and traffic control shall be installed and maintained in
accordance the latest edition of the California Manual of Uniform Traffic Control Devices (MUTCD).
On Collectors to Major Arterial Streets, the permittee must submit a traffic control plan which shall be
prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control
Devices (MUTCD). It shall be the Perrnittee's responsibility to appropriately detour and barricade all
construction sites.
Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
Street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall
be maintained at all times.
15. 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.
Special Conditions Page 2 of 5
PERMIT NO. TC2015-0007
The Hideaway /Trench to Install New CVWD Meter; Close Sidewalk /
Ave 52 West of Madison St
16. 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.
17. 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, 51h Edition" or latest, in the installation of all appurtenances abutting and within
the public street right-of-way.
18. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe
random trench compaction testing performed by a city approved material testing firm. If the inspector's
phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or
the Assistant Civil Engineer at 777-7047 to determine the city inspector's phone number. The inspector
shall determine the number and location of the test location/s. The above testing does not relieve the
permittee's responsibility for future repairs due to settlement at and near the locations of the work area.
Materials testing must be performed under direct supervision of a California Registered Civil Engineer.
19. The issuance of this permit and the City approval of the related construction improvement plans do not
provide a vested entitlement for all design parameters that may have been utilized for the plans. As such,
plans approved for this permit may be "at risk" for further modifications as it relates to any follow up
improvement plan requirements as required by the city or existing errors & omissions by the architect or
engineer of record.
20. 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:
General Liability Insurance Company and Policy Number
City Business License
Contractors State License Number
21. 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.
22. 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.
23. 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 RJW.
Special Conditions Page 3 of 5
PERMIT NO. TC2015-0007
The Hideaway /Trench to Install New CVWD Meter; Close Sidewalk I
Ave 52 West of Madison St
If traffic lanes are closed on an any Arterial street (any Street with more than 2 lanes) within the City of La
Quinta right of way, The permittee is required to provide an informative message board (approved by the
City Engineer). It shall inform 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. The board does not have to be electrical or solar powered.
Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within street rights-of-way shall conform 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 viajetting or flooding or other means shall be allowed. It shall be the Permittee's
responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all
times during backfill operations.
Backfill compaction shall be achieved by the following conditions:
When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such
material shall be removed to the limits directed by the Geotechnical Inspector and/or the City
Inspector and the resulting excavation backfilled with pipe bedding material.
Backfill materials shall be brought to or maintained at appropriate moisture content for
compaction. The appropriate moisture content. range shall be established at the onset of the
project and ensured prior to use of the materials through progress testing on the stockpiles.
The first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be tested at random depths at approximate three-foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth
of lift that can be compacted.
If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project.
In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill, per 300 linear feet of open trench, at randomly selected locations within the open length
of trench.
The depth of the randomly selected compaction tests shall also be randomly selected except that
where multiple tests are required in a given length of trench, the tests shall be no closer than three
feet (vertically) from each other.
Special Conditions Page 4 of 5
PERMIT NO. TC2015-0007
The Hideaway /Trench to Install New CVWD Meter; Close Sidewalk I
Ave 52 West of Madison St
If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
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.
All excavations within City of La Quinta right-of-way shall be backfllled, and temporarily paved if
within the existing travel way, at the end of every workday as directed by and to the satisfaction of the
City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that
which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight;
however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length,
open overnight at a point where construction will begin the next day, provided that this length of trench
is completely covered by steel plating.
All landscaping, irrigation, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be
replaced to its original condition.
Access and egress to all local properties shall be maintained at all times.
Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed
under this permit with an approved dust control treatment. Soil stabilization shall be done immediately
after completing the operation.
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.
The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
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.
If it is the intent of the permittee to cut the pavement and have it restored by a third party, the
permittee shall postpone cutting the pavement until the intended third party has acquired a permit from
the City to perform the required restoration work.
Special Conditions PageS of 5
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[EAD
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2014 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA M.U.T.C.D.)
TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE.
THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS.
CONTRACTOR SHALL MAINTAIN A MINIMUM 10' (12' TYP.) TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUTAND THE NEAREST TRAFFIC LANE.
ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETE. ALL TRAFFIC CONTROL DEVICES USED DURING HOURS OF DARKNESS SHALL BE RETRO-REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED
WITH FLASHING LIGHTS. WHEN WORK IS COMPLETE THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL.
ALL WORK VEHICLES SHALL BE PARKED OFF THE ROAD, INSIDE THE CONSTRUCTION FENCE.
x WORK AREA
Rest ewed By Date Permit Number
Pending
Traffic Conyol Plan for
Installing Irrigation Meter Vault
Prime Contractor contact
Jones Bros Construction
-
Marc (760) 347-2291
Traffic Control Design by Prepared By - - Checked By
Tops N Barricades, Inc. Matt Upp Ron Fifield
Phone Speed Limit Date Sheet Number - -
(800)852-TOPS 55 06/25/15 1
M E
ALL NON-I
t-
11 [SECURED AND
SE,WAN 2' OF
1
1020
0
EXIST BAFFLE L -
(ELEV10I7.90) -- - - - -- --,-- -:-- - --
(ELVi0115)
1010- -------• fiOb]P.
r
J~.S
KNOCKOUTS TO
ACCONIMOARTE
CONDIT NO. 2,
4,YRNO12PI
ONDUIT SCHED C
01~ SHEET E2 I
/11n '\ I k
-SEAL NPEL11
V S
STALL PIPE __./' - I
CONNECTION I
DETAIL SHEET
SUPPORTS
PROVIDE 12 OIA. I 38 z. HOLE W/ P.V.0 ALEEVE I
TO SERVE AS SUMP 2.6
- H- A PEA GRAVEL MAPPED 2
IN FTLTER FABRIC
TX --.--- .
CONNECTIONS TO BE MECHANICALLY RESTRAINED
1020
004 —TER LKBE,ECE UEC B99. I 1000
LOW WATER AFACE ELEV. 996.77'
(, TD TURN 9OT
- )).........BOTTOM OR LAKE
PIPE
DATA
NT LEN JI
N DY
[-] 29'
] 1.3
1 0.9
] 69
[] 18
Ni —2 0'
j 3.1'
[1 08'
NJ 1.2
[iii —4 1
DIAL TOLL FREE
1830-227-2600
91 LEAST TWO DAYS
BEFORE YOU DIG
:flN*"SPTUINI StALL., ALLI: U), SUUIU*LN CAUFORNIA
REVISIONS
PROFILEL
H__H
10+00 10'-10 10+20 10+30 10+40 10+50
/EU GUTTER AVENUE 52
¶0 CURB FACE "C
Q EX. 7tLAT 11964
3N. ER 72 RE? AT 119E4
ALL NON-FLANILD CONNECTIONS TO BE -- --
MECHANICALLY RESTRAINED 0 I - -
U SIDEWALK I EU CONDUIT 5 2 223 15
PIPE TORE
'F 0
.
REMOVED ._ I,' uR- SPA 10400 IHRICU TN DELIVERY PONT 0V8 ER 12- INSYAU, 24 2P ._ 2,- 8 5 tj' TX N 35
STA 6002 3 EX.LATERAL 11965 CUTE VALVE DRESSER ' - ' ' .,3 EX.SIDEWALK
INSTALL PER FIELD PIPE IN TALL 40 24 STYLE 30
CONNECTOR DE 1AL REDUCER TAIL ON SHEET CR ",., I COUPLING 21-2 2 2 o' 2 JO "
UNDER DIRECT DISTRICT "
- OE EX NT
,
7-E Ow SPEC ON 'JI4 OLRT COPLI. EECT C - D'8
I
TOO ITAII
- - WUL1 3' 2501P -
AUHNDCUED2O REP -
ER 39 REP IRRIG LINE ' HISTREL 24 -' r 8I 2 2 o o PROTECT IN PLACE
FLANGE X MJ ADAPTER
PROffCT IN PENCE i O P9K STALL24N2A IK +0 0 XLI \
12 COWl) EUSEME 1 PIP I — ,,AJAOLT END 0 TEE 3 2 38 2., 2
,
2 3
IRRIGATION EASEMENT
IGSPRVICETO BE REW L
— — - ~k)__--
_/ ED4 PN CRRIOLINE
I3 3 - - •'I' I -- PER COWl) 0*0 NO 27194
I STA 1 007 RI TX >)W.W3 I I I '1 I 510 10*4367 PROTECT IN PLACE
INSTALL 16 PRATT TX - iI- '- TX ' I INSTALL I28"
DIRECTRURI 0 0 VALVE DI REOUCER
R/2ORERFINNUT& 2 ____________ tRED C TIJATON ..'INSlULL TESCO BOXES PER
IIA 001 5
.0 .000 ELECTRICAL PLANS
=-I 2 TESCA
I D, BEND
EXISTING SPARS ITLKI-
JOIN W
WALL
0
MATCH EOI5ONG N - I CR) I AD OVER COMPACTED SUACRADE
T A COEORwDEDIUREi Nuu -
-----, .L IL
IN EXISTING LANDSCAPE EASEMENT H- B X2C DIP TA 10*4991 10 3 CONNECT TO .E92CPTU
NSTRLL 24 DRESSER
.0
EU 1/4 SECTION III))
9* 0509
NDONED 30' RCP =- PLAN 1N LSTTitETTRCOIJPUNG EXTSTINC 24' PVC
I BENCH M.RRKOATLIMCORARETION - - - TO LAKE - — — - -- - - -
— — — — — — I — -- - - - - SUBTRACT 100000 FEET FROM ft ELEVATIONS SHORt) II ON TO SEE PRIVATE IMPROVEMENTS
REFLECT ACTUAL MSL ELEVAT S RELATIVE TO THE BENCH
DATUM ON SHEET C2
H-SCALE: 1 = 4'
V-SCALE: = '
NOTE:
I CONTRACTOR SHALL FIELD VERIFY
CONNECTION TO EU. 24 PVC,
IRRIGATION ONE AND UNITE
FINAL CONNECTION AT EXISTING ELEOAOON
ALL BURIED DI PIPE, FITTINGS AND
APPURTENANCES TO BE WRAPPED
IN 10 jAIL POLYETHYLENE
CONTRACTOR SHALL REFER TO THE ELECTRICAL CONDUIT
SCHEDULE WREN FURRING THE CONCRETE PADS
FOR THE ID METER PEDESTAL AND COWlS CONTROL PANEL.
CONTRACTOR TO REMOVE AND REPLACE INTERFERING LANDSCAPE
AND IRRIGATION
5 ALL NOR-FLANGED CONNECTIONS TO RE MECHANICALLY RESTRAINED
—I
AD
GRAPHIC SCALE
12
IN FEET)
1 Hb= 4 H
DATE NO
•
LAP FOR:
onsuItants, Inc
N0KVDUYFc I SCALE
ERAWN 02 OH DATE. 06/19/1-TI 1=4
Suite
--
711111~~ /O
-68
23332 CIII C k D,i,e
LRgoro Hills, CA
Phone: 949.453 .
949 453.04T1
STAMP
No
A 3
AL
BASIS OF BEARINGS BENCH APPROVED BY CITY OF LA QUINTA DRAWING NAME
EHTURNOUT 03-PROFILE
SECOTOHLLNSOU IV UA5DE 7
EAST. SAN
ME PER
RO/57RE
SAID LINE
RE 8916 21
P0 3 OW ç IN HANOWUL. AT ME
TE SECOON APR 51 GTU SW 2
AVENUE ELEV-1 17 05'
(.uc(( ov
ll
t"
4e NEW
LATERAL 119.65 IMPROVEMENT PLAN
METER 9048 FOR THE HIDEAWAY RESORT
IRRIGATION TURNOUT PLAN & PROFILEMONUMENT
[STAT) 10/ I SC /SU34
IN THE CITY 0/ LA DXO.IA, RIVERSiDE CXIJSTH
POATION OF SECIION 6, 60, 9.7.1'., SIT V.A.
PROJECT No.
0003 HID
SHEET C3 OF 7 FILE No
00511
3966