4527rr) /KL
' NE�•Y'E% '
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit — Class III
DATE: Oc.`r�bc�r `��' ?Ci�i5 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Carmael a, T?,' 31874; Ayeime 53 and Monroe.
(Street address or Description of Location)
PURPOSE OF CONSTRUCTIONi7ft$tite Avex_ue Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTIOWf6LLPN Phase .11 PFr:dl a8 Plat. Approval
Seia PIa.;a Set Ni. `:t `�!. `� •� Pe:riding Pre -Cott 11,feetirig
DIMENSION OF INSTALLATION OR REMOVAL See w'SN ,)5I
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN C�ctobe°r 25 2-00
APPROXIMATE TIME. OF COMPLETION "lember 15z 2009
ESTIMATED CONSTRUCTION COST $ 5102, 90q 00
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements) _
In consideration of the granting of this permit, the applicant hereby agrees to:
1INTERECDO
D °
OCT 2 6 2005
CITYOF LA nuuu,.
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.
Comply with all applicable City Ordinances, the terms and conditions of the permit nd all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of is
Tim Day (760) 275_-0598 "" Signature f Applicant or Agent
Taylor Woodrow homes 15 .Lw.,Iiiiig it iT.ie, CA. 92hx13 `76U) 2,75-0598
Name of Applicant (please print)
Graauite Const:ruct:tm P.O. 'Bow 501
Name of Contractor and Job Foreman
00089
Contractor's License No.
Business Acf6ress
Business Address
Telephone No.
Telephone No.
2501
City Business License No,
Valley Forge Insurance Comoa3ty eL. 2 4921 8916
Applicant's Insurance Company Policy Number
FEES:
Subdivision Improvement Permit —Class III
Public improvements: 3% of estimated construction. costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 15,f3!0.0a II
Permit Fee tuu • uo'
PenMAz;—.Built DeR (1,000.00),
Cash Deposit -Surety Bond.
if required
TOTAL: $ 16,1.70.00
Receipt No.
Received by Date
Recorded by
PERMIT NO
PERMIT VALIDATION
4527
DATE APPROVED 0/
EXPIRATION DATE 1 2L 52O G
DA�6�ISI,LttLnist;ra�tive
y�Authority
Telephone; (760) 777-7075
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 4527
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:.AII excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works Irfspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered.during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or
cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains
shall be kept free of debris at all times for proper drainage.
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All
paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line
and drainage ditches shall be replaced to their original standard or better. All excess material.shall be removed prior to paving. Water tanker
shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill.
DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta, roads, it shall be the
responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for
the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time,
permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized
by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
permittee.
® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with ( " N/A " ) inches of A.C. paving placed on ( " N/A " ) inches of ( " N/A " ) aggregate sub -base course having an
"R" value of not less than ( " N/A ") and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
® R5 PARKWAY GRADING: Area between the property line and top of the 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 %") 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.
U
-� City of La Quinta
® k11 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 (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.
[1.R17 BACKFILL PLACEMENT: Backfill shall be. applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of: each layer and the water.
supply shall be continuos.
❑ R18. COMPACTION TESTS: If so required by the inspector,. compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the placement of the temporary pavement exceed a five (5) day limit.
® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( " N/A ") inches of A.0 surfacing placed on
a ( " N/A ") inch (" N/A " ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road
repair.
❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon
completion of permanent repairs.
® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished
by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It
shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The .
stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes
necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate
signs, flagmen and or barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or
equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method.
Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California,
dated January 1973.
PERMIT NO.4527
Carmela (Avenue / Offsite Street /Tract No. 31874
�3
In addition to the standard permit conditions, the following shall apply:
Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For Public
Works Construction (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. Taylor Woodrow Homes and/or Granite Construction, hereinafter referred to as "Permittee", shall
be responsible for providing continuous dust and erosion control.
4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
5. Pursuant to Section 6.08.050.of the La Quinta Municipal Code (Ordinance 18 § 1,1982); throughout the
work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of
equipment within one-half mile of.human occupancy shall be performed only during the following time
periods:
October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m.-to 5:00 p.m.
May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m,. to 5:06 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) before 8:60 a.m.
6. 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 Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at
the intersection is to be altered in any way.
7. 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 l of 7
PERMIT NO.4527
Carmela (A�venue,,) / Offsite Street /Tract No. 31874
.s3
8. 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.
9. 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.
10. 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:
A. Approval of the construction
B. Plan identification
C. Time Frame of Closure
D. Alternative Routes
11. 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.
12. Taylor Woodrow Homes and/or Granite Construction, hereinafter referred to as "Permittee", shall
be responsible for providing continuous dust and erosion control during construction material hauling
procedures.
The following Fugitive Dust Control rules shall apply during soil import/export activities:
a. A valid grading permit shall be active at both the import and export site
b. The import/export material during hauling shall be near 70% optimum moisture content.
c. Street cleaning shall occur, as necessary, 'at import and export location.
d. Trucks hauling export or import material must maintain 6 inches of freeboard and be tarped.
e. The haul route shall be attached to this permit or a City approved plan. .
13.. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
advance warning.signs and traffic control shall be installed and maintained in accordance with Cal
Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control
plan shall be prepared in accordance with the WATCH Manual and submitted to the City for
review and approval one (1)' week prior to starting any construction. It shall be the Permittee's
responsibility to 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.
Special Conditions' Page 2 of 7
PERMIT NO.4527
Carmela (Avenue 58) / Offsite Street /Tract No. 31874
14. 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.
15. 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.
16. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas
on a daily base's. 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 I at 777-7089 to determine the city inspector's
phone number.
If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on
the criteria set forth in the Project Soils Report, Public Works Greenbook, or Uniform Building Code, the
Public Works inspector may halt grading operations until the inadequate soil has either been removed or
the Public Works Director authorizes grading to continue.
The above testing or observations does not relieve the permittee's responsibility for future repairs due to
settlement at and near the locations of the work area.
Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submita
certified letter indicating that the grading has been completed per the approved plan. A compaction report
on all fill is requited following pad certification and prior to building permit issuance.
17. 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 Engineer I at 777-7089 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.
18. 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.
19. The permittee is responsible for obtaining a valid separate permit from the California Department of
Transportation Department (CalTrans), other City, or County jurisdictions if any of the work or traffic
control devices extend into the CalTrans, other City, or County right of way.
Special Conditions Page 3 of 7
PERMIT NO.4527
Carmela (Avenue 58) / Offsite Street %Tract No. 31874
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:
a: General Liability Insurance Company and Policy Number
b. City Business License -
c. Contractors State License Number
21. Work within 500 feet of any designated School Zone shall be performed between the hours of 8 a.m. —1:30
p.m. Traffic control shall be set up after 8 a.m. and removed before 1:30 p.m.
22. The permittee shall not encroach upon private property without prior written approval (submit to the Public
Works Department, attention to the Assistant Engineer I) of the private land owner. whom is being
encroached upon.
23. Prior to performing construction work and closing any lanes 'in the Public Right of Way, the permittee shall
call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a
preconstruction meeting with the City Inspection staff.
24. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall
inform the City (Inspection staff or 777-7089) of the name and location of the certified dump site.
25. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the
Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or
parking on the paved R/W.
26. 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.
27. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition
of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified
herein.
Native material may be used as backfill material provided that minimum compaction, achieved in the
manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water
densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's
responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all
times during backfill operations..
Special Conditions Page 4 of 7
PERMIT NO.4527
Carmela (Avenue 58) / Offsite Street -/Tract No. 31874
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such'
material shall be removed to the limits directed by the Geotechnical Inspector and/or the City -
Inspector and the resulting excavation backfilled with pipe bedding material.
B.- Backfill materials shall be brought to or maintained at appropriate moisture content for
compaction., The appropriate moisture content range shall be established at the onset of the
project and ensured prior to use of the materials through progress testing on the stockpiles.
C. The first length of trench backfilled shall be backfilled in the presence of the City 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.
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project.
E. 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.
F.; 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.
G. 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.
H.. 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.
28. 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) 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.
29. All landscaping, irrigation, decorative rock, decorative concrete, lighting,' etc., shall be replaced to its
original condition.
Special Conditions Page 5 of 7
PERMIT NO.4527
Carmela (Avenue 58) / Offsite Street /Tract No. 31874
30. Access and egress to all local properties shall be maintained at all'times.
31. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the completion
of the work. Permanent pavement replacement shall conform to the following conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than
existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed
miscellaneous base, meeting the requirements of Sections 20072.2 and 200-2.4 of the Standard
Specifications for Public Works Construction. The replaced pavement and base material shall.be
compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench.
Verify exact structural replacement section thicknesses with the City prior to installation.-
C. Permanent pavement replacement shall be installed using a City approved 3/" max medium
asphalt concrete as the base course lift and a City approved'h" max medium finish course lift for
capping. Asphalt concrete mix design shall be. approved by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000
asphalt concrete mix. The width of the cold milling area shall be as follows:
• For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut
removal lines.
• For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to the lane line striping, whichever is.greater.
For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift -of'/" max medium asphalt concrete shall be installed from saw -cut edge to
saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left
0.10' low in anticipation of grinding and capping.
F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be
replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer.
Affected traffic signal loops shall be removed and replaced in kind. The finished pavement
surface shall be smooth, consistent, and shall conform to the surrounding grades.
Special Conditions Page 6 of 7
PERMIT NO.4527
Carmela (Avenue 58) / Offsite Street /Tract No..31874
32. 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.
33. 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.
34. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
35. 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.
36. 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.
0
k
Special Conditions Page 7 of 7
- Or •r
R
1.2007 Revenue Code: E-1
ow Homes
618-4220
chment Permit- No., 4527 - Tract Map No. 31874, Carmela
Type: Off -Site Street Improvements. (PSN .05182)
t Permit number 4527 expired on October 25,' 2006. In
N this permit, the following is required:
Fee as per City Council Resolution 96795, states:
it. Permit - renewal of expired permit shall consist of . a
-mit renewal processing fee plus 10% of original fee .to
:rmit one additional year (x 2 until October. 25, 2008).
;RMIT FEE
10% (x 2)
PERMIT RENEWAL FEE
of originalpermit fee
-(two-year extension)
.
$3,014.00
$100.00
UIOUNT. DUE:
$3,1 14.00
my questions or need additional information, please contact
;istant Engineer II, at' (760) 777-7047.
K
o son, P.E.
Director/City Engineer
'u, Assistant Engineer.11
. Box 1504 • LA QUINTA, CALIFORNIA.92247-1504.
95 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253
(760) 777-7000 -FAX (760) 777-7101..
)99\31874\Extemal Correspondence\Letter - Permit Renewal No. 4527.doc
5«
4.4
1
November 26, 2007 Revenue Code: f-1
Dan Kirk .
Taylor Woodrow Homes
T5 Cushing .
Irvine, CA 92618-4220
Re: Encroachment Permit No. 4527 Tract Map No. 31874, Carmela
Permit Type: Off -Site Street. Improvements (PSN 05182)
Dear Mr. Kirk:
Encroachment Permit number 4527 has expired as of October 25,.2006.
In order.to avoid the. issuance of a "Stop Work Order," please renew this
permit immediately.
The renewal fee as per City Council Resolution 96-27, states:
Encroachment Permit — renewal of expired permit shall . consist of a
$100:00 permit renewal processing fee plus 10% of original fee to
extend the permit one additional year (x 2 until October 25, 2008).
ORIGINAL PERMIT FEE 10% (x 2) PERMIT RENEWAL FEE.
of original permit fee
(two-year extension)
$15,070.00 $ 3,014.00 $100.00
RENEWAL AMOUNT DUE: ' , $ 3,114.00
M. you have any questions or need additional information, please contact
Amy Yu; Assistant Engineer II, at (760) 777-7089.
Sincerely,
Timothy R. Jonasson, P:E.
Public Works Director/City Engineer ( �;
s 1041 �
cc: Amy. Yu, Assistant Engineer it
CADocuments and Settings\ayu\Desktop\Letter - Permit Renewal No. 4527.doc
�N T E
I With proper validation
this form constitutes an
encroachment permit
CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
DATE
Subdivision Improvement Permit — Class I I I
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Carraela, TM 31874; Avenue 53 and Monroe
October 25, 2005
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Off cite — Avenue Sketch (attach construction plans if ap
propriate)
ppropriate)
DESCRIPTION OF CONSTRUCTIONffaite= Phase II Pending Plan Approval
See Plan Set No. mn(> r J Pending Pre —Con meeting
DIMENSION OF INSTALLATION OR REMOVAL See PSN Q';
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN Oetnber 25� 2005
APPROXIMATE TIME OF COMPLETION N—rr+"hPr II 5 _ 2no%
ESTIMATED CONSTRUCTION COST $ sm - 9m - Dn
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements) _
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend, and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or 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.
ENTERED
r2 6 2005
CITY OF LA nwNTe
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the perm
La Quinta and to pay for any additional replacement necessary as the result of
Tin Bay (760') 275-0598 ' Signature
Taylor Woodrow Homes 15 Lushing Irvine, CA 92618 a
Name of Applicant (please print) Business A8
ruction P.O. Box
Name of Contractor and Job Foreman
00089
Contractor's License No.
all applicable rules and regulations of the City of
ant or Agent
75-0598
TAlleohone No.
ville. CA 95077 %
Business Address /Telephone No.
2501 `
City Business License No.
Valley Forge Insurance Company GL 2 4921 8916
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class 111
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 15,070.00
Permit Fee 100.00
Penalty —Ar;—Built Dep (11000.00)
Cash Deposit -Surety Bond
if required
TOTAL: $ 16,170.00
Receipt No
Received by Date
tw41 4527
PERMIT VALIDATION
PERMIT NO. 4527
DATE APPROVED 1 012 S !J
EXPIRATION DATE 1:)/7 5/JG
" DATE ISSbED Q/?-� /2'2
By h� i�.J�,� \�K
Administrative Authority'
Recorded by
Telephone: (760) 777-7075
a
�..
�. �
__ l-
1�.
„p,
PUBLIC WORKS DEPARTMENT
.APPLICATION FOR PERiVIIT
Date: /d - I;_> / • -ep 5'
Location of Construction: o"G Jed
o`^re- Ave 5
Purpose of Construction: /- ,� +� — . ,,�+ Ave, 5
Description of Construction:",�`�.�•'I
Dimension of Installation or Removal: '«•
Approximate Construction Start Date: /--;N�., =Q�
Approximate Construction Completion Date: �/
Estimated Construction Cost: $ 1 , ����►
Estimated Construction Cost shall include the removal of all obstrTctions, materials, and debris, back -filling, compaction and
placing permanent resurfacing and or replacing improvements
Contact Name: "'e Phone Number: '7,46 ..?,0-2ro �,
Name of Applicant: ,***4
Applicant Address: _” r ! .
Applicant Telephone Number:_��� e
p'e
Name of Contractor: 0*�1 7-/"44�.7'�
Contractor Address: ame,
Contractor Telephone Number: ,4
Contracts'Contractor CityBusiness License Number: � I
Mate License Nun, ber: Aca en_ _---
► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED
Applicant or Contractor General Liability Insurance Company:
Applicant or Contractor General iability In rance Pol cy Number: /
Cr L " 2 9zi - � ins ✓ .
Office Use Only:
Inspection Fee:
Permit Fee:
As -Built
0
Deposit:
1 . , ( V
Dust Control
Deposit:
Credit
Amount:
TOTAL FEE DUE:
Office Use Only:
Assigned Permit Number:
Approval Date: —1
Expiration
Date:
Issue
Date:
Administrative Authority:
?f"A
ENGINEER'S ESTIMATE OF PROBABLE CONSTRUCTION COSTS
TAYLOR WOODROW, INC.
TENTATIVE TRACT 31874 (Off -Site)
SUMMARY OF COST IMPROVEMENTS
PREPARED BY: THE KEITH COMPANIES, PALM DESERT
TKC JOB No. 40861.02
19-Oct-05
JDMfE STREET IMPROVEMENTS
DESCRIPTION
QUANTITY UNITS UNIT TOTAL
. COST COST
4" A.C. over 5" A.B.
28,906
SF
$
3.15$
91,054
Handicap Access Ramp
4
EA
$
350.00 $
1,400
6" Curb and Gutter
2,153
LF
$
15.00' $
32,295
Concrete Cross Gutter
. 2,570
SF
$
6.50 /$
16,705 .
6" Median Curb
878
LF
$
14.00 / $
12,292
6' Meandering Sidewalk
7,790
SF
$
3.50-1 $
27,265
6" A.C. Dike
906
LF
$
8.00� $
7,248
10' Meandering Multi -Purpose Trail
20,406
SF
$
3.00' $
61,218
Local Depression
3
EA
$
1,000.00/'$
3,000
Sawcut and Match Edge of Existing Pavement
1,365
LF-
$
1.15 $_
1,570
Remove,Exist. AC Pvmt and Base
47,851
SF
$
.1.50 $
71,777
4.5" A.C. over 6" A.B.
49,253
SF '
$
3.50 " $
172,386
Reflective Fire Hydrant Marker
2
EA
$
250.00' $
500
City Benchmark
1
EA
$
3,500.001. $
3,500.
TOTAL ESTIMATED COST
� ou.JJ
0
73-733 FRED WARING DRIVE, SUITE 100
PALM DESERT, CA 92260
(760) 346-9844 FAX: (760) 346-9368
$ 502,209
Public Works/Engineering
Overtime. Inspection Fee
Project: �1i� lz r� ` U��� Date:
Development Identification Number:
Fee
Inspection Fee . Hours @ $ /hr =
CITY ACCOUNT INFORMATION
101-0.00-443-317 Total Fee: $ /
PROJECT INFORMATION
NAME
DEVELOPER
ADDRESS
CRY STATE ZEP
TELEPHONE FAX
'CITY STAFF DATE
78-495 Calle Tampico P.O. Box 1504 La Quinta, CA 9.2253 : (619) 777-7075 (Fax) 777-7'155
T:\PWDEPT\DOCS\FORMS\FO45.WPD
••r
< <<
r r I I,<
"R�
NOTE-:, �
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT). pFTfl
)
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
O'ctobPr 252005 Subdivision Improvement Permit —Class III
DATE: , Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Carsaela, TM 31874; Avenue. 53 and Monroe.
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Offtsir_e — Avenue`
c
DESCRIPTION OF CONSTRUCTIOAiieite; Pliase II
See Piatit Set No
DIMENSION OF INSTALLATION OR REMOVAL See PSN 051 ` 2
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE,TIME WHEN WORK WILL BEGIN October 25. ?60S
Sketch (attach construction plans if appropriate)
r erd'ing Plata Approval.
Pending Pre —Con Meieting
ENTERS
OCT 2 6 2005
D
APPROXIMATE TIME OF COMPLETION 14-1—ha4•. 15. 2005
ESTIMATED CONSTRUCTION COST $ 502 , 09 - n0 CITY OF LA QUINTA
(Including removal of all obstruction, materials, and debris, backfilling, com- F1 C -.DffpT
paction and placing permanent resurfacing and/or replacing improvements).
In 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.
Comply with all applicable City Ordinances, the terms and conditions of the permit nd all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of is wp,((c.;;.
Tim Day. (760-) 275-0598 Signature of Applicant or Agent
Taylor Wood2ow.11omes 15 L.ushing Irvine, CA 9261$ '760) �75-0598
Name of Applicant (please print) Business A dress ephone No.
Granite Construction P.O-. Box 50085 Watsonville CA 95077
Name of Contractor and Job Foreman Business Address Telephone No.
oo0S9, ' 2501
Contractor's License No. City Business License No.
Valley Forge Insurance Company GI. 2 4921 8916
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3%of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit — Class IV: See attached schedule 4?'Y
6
Inspection Fee $ 15,070.00 PERMIT VALIDATION
I
Permit Fee 100.00 4527
PERMIT NO.
Pen-arf"'Aco—Built Dap (11000.00)
Cash Deposit -Surety Bond DATE APPROVED
if rpniArpri , 7 r— !J (7
TOTAL:
Receipt No.
Received by _
Recorded by _
$ 16,170.00
Date
EXPIRATION DATE
DAT` ; ISSt�_
J
By VWs1\.V Ar nr
Administrative Authority
Telephone:.(760) 777-7075
A
4-
J
WaRYC1N aNOHd AKvdwoo dY\IVN
. ouis��� uols�nxisuoa�a
u
I
PRECONSTRUCTION MEETING
Project Name:
Type of Construction:
A. What its going to. be improved (�
e, 55 —c6s5,,r.eoX
/Q'L 1�
B. Schedule
1. PM10 and SWPPP ✓
2. Clear and Grub
3. Rough Grading
4. Precise Grading
5. Utilities
w
C. Permit Prerequisites
1. Archaeology. '
2. Third Party Approvals
3. NOI
4. Insurance Certificate and City Business License
5. Fringe Toe Lizard
6. Securities (As Built, PM10, & Grading Bond)
T Parkland Fees
D. Required Plans:
- - City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 4527
The following shall always apply.
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be,accomplished within the City. of La Quinta's right of way
ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission
from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved
surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving
during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or
cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains
shall be kept free of debris at all times for proper drainage.
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All
paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line
and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker
shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill.
DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta, roads, it shall be the
responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for
the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time,
permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated-
0 R1 NOTIFICATION: Permittee shall be notified the City at (760) 777. - 7097 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized
by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
permittee.
® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with (" N/A'** ) inches of A.C. paving placed on ( " N/A ") inches of ( " N/A ") aggregate sub -base course having an
"R" value of not less than (" N/A ") and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch (%") to one foot (1').
❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ("" N/A") feet shall
be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
❑ R8 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.
oa- ,do
City of La Quinta
® f211 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 of intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the placement of the temporary pavement exceed a five (5) day limit.
® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( " N/A " ) inches of A.0 surfacing placed on
a ( " N/A ") inch (" N/A " ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road
repair.
❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as.
determined by the City Engineer.
® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon
completion of permanent repairs.
® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished
by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It
shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The .
stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes
necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate
signs, flagmen and or barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or
equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method.
Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California,
dated January1973.
PERMIT NO.4527
Carmela (Avenue / Offsite Street /Tract No. 31874
53
In addition to the standard permit conditions,.the following shall apply:
Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For Public
Works Construction (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. Taylor Woodrow Homes and/or Granite Construction, hereinafter referred to as "Permittee", shall
be responsible for providing continuous dust and erosion control.
4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
5. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the
work site, the Permitted shall comply with City regulated work hours. Operation and maintenance of
equipment within one-half mile of.human`occupancy shall be performed only during the following time
periods:
October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1 st to September 30: Monday -Friday. 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (ie any 4 lane street) before 8:00 a.m.
6. 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 Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at
the intersection is to be altered in any way.
7. - 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 7
PERMIT NO.4527
Carmela (Avenue ,,%) / Offsite Street /Tract No. 31874
3
8. 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.
9. 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.
10. 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:
A. Approval of the construction
B: Plan identification
C. Time Frame of Closure
D. Alternative Routes
U . ' 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. • .
12. Taylor Woodrow Homes and/or Granite Construction, hereinafter referred to as "Permittee", shall
be responsible for providing continuous dust and erosion control during construction material hauling
procedures.
The following Fugitive Dust Control rules shallapply during soil import/export activities:
a. A valid grading permit shall be active at both the import and export site
b. The import/export material during hauling shall be near 70% optimum. moisture content.
c. Street cleaning shall occur, as necessary, at import and export location.
d. Trucks hauling export or import material must maintain 6 inches of freeboard and be tarped.
e. The haul.route shall be attached to this permit or a City approved plan.
13.. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
advance warning signs and traffic control shall be installed and maintained in accordance with Cal
Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control
plan shall be prepared in accordance with the'WATCH Manual and submitted to the City for
review and approval one (1) week prior to starting any construction. It shall be the Permittee's
responsibility to 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.
Special Conditions Page 2 of 7
PERMIT NO.4527
Carmela (Avenue 58) / Offsite Street /Tract No. 31874.
14. 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.
15. 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.
16. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas
.on a daily base's. 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 I at 777-7089 to determine the city inspector's
phone number.
If the imported fill or overexcavated locations indicate.to the inspector that inadequate soils exist based on
the criteria set forth in the Project Soils Report, Public Works Greenbook, or Uniform Building Code, the
Public Works inspector may halt grading operations until the inadequate soil has either been removed or
the Public Works Director authorizes grading to continue.
The above testing or observations does not relieve the permittee's responsibility for future repairs due to
settlement at and near the locations of the work area.
Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a
certified letter indicating that the grading has been completed per the approved plan. A compaction report
on all fill is required following pad certification and prior to building permit .issuance.
17. 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 Engineer I at 777-7089 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:
18. 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.
19. The permittee is responsible for obtaining a valid separate permit from the California Department of
Transportation Department (CalTrans), other City, or County jurisdictions if any of the work or traffic
control devices extend into the CalTrans, other City, or County right of way.
Special Conditions Page 3 of 7
PERMIT NO.4527
Carmela (Avenue 58) / Offsite Street /Tract No. 31874
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:
a. General Liability Insurance Company and Policy Number
b. City Business. License
c. Contractors State License Number
21. Work within 500 feet of any designated School Zone shall be performed between the hours of 8 a.m. —1:30
p.m. Traffic control shall be set up after 8 a.m. and removed before 1:30 p.m.
22. The permittee shall not encroach upon private property without prior written approval (submit to the Public
Works Department, attention to the Assistant Engineer I) of the private land owner whom is being
encroached upon.
23. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall
call the City at (760) 777-7097 at least 48hrs prior, to work and request an appointment for a
preconstruction meeting with the City Inspection staff.
24, The permittee shall haul all offsite debris to a certified landfill; Prior to hauling debris,. the permittee shall
inform.the City (Inspection staff or,777-7089) of the name and location of the certified dump site.
25. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the
Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or
parking on the paved R/W.
26. 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.
27. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition
of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified
herein.
Native material may be used as backfill material provided that minimum compaction, achieved in the
manner prescribed herein, is achieved. Back -fill 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.
Special Conditions Page 4 of 7
PERMIT NO.4527
Carmela (Avenue 58) / Offsite Street /Tract No. 31874
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such
material shall be removed to the limits directed by the Geotechnical Inspector and/or the City
Inspector and the resulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to or maintained at appropriate moisture content for
compaction. The appropriate moisture content range shall be established at the onset of the
project and ensured prior to use of the materials through progress testing on the stockpiles.
C. The first length of trench backfilled shall be backfilled in the presence of the City 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.
D. If lifts greater than •one foot are attempted in this trial length of trench, compaction tests shall be
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project. .
E. 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.
F. 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.
G. 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.
H. 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.
28. 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) 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.
29. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
Special Conditions Page 5 of 7
PERMIT NO.4527
Carmela (Avenue 58) / Offsite Street /Tract No. 31874
30.. Access and egress to all local properties shall be maintained at all times.
31. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the completion
of the work. Permanent pavement replacement shall conform to the following conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than
existing of asphalt concrete'over the same existing thickness of crushed aggregate base or crushed
miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard
Specifications for Public Works Construction. The replaced pavement and base material shall be
compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench.
Verify exact structural replacement section thicknesses with the City prior to installation:
C. Permanent pavement replacement shall be installed using a City approved 3/" max medium
asphalt concrete as the base course lift and a City approved %2" max medium finish course lift for
capping. Asphalt concrete mix design shall be.approved by the City prior to its placement.
D'. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000
asphalt concrete mix. The width of the cold milling area shall be as follows:
• For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut
removal lines.
• For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to; the lane line striping, whichever is.greater.
• For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of 3/" max medium asphalt concrete shall be installed from saw -cut edge to
saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left
0.10' low in anticipation of grinding and capping..
F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be
replaced in kind by the Termittee, as directed by and to the satisfaction of the City Engineer.
Affected traffic signal loops shall be removed and replaced in kind. The finished pavement
surface shall be smooth, consistent, and shall conform to the surrounding grades.
Special Conditions Page 6 of 7
r
'PERMIT NO.4527
Carmela .(Avenue 58) / Offsite Street /Tract No..31874 .
32. 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.
33. 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.
34. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
35. 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.
36. 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
Page 7 of 7
m