3778•r,.� ,.,. .,.4
NOTE:
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
Subdivision Improvement Permit — Class I I I X
DATE: Oobobw 30, 2002 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION AVWW 60 fl= ftXM'o8 to MMMAM thlan into TrijpW Parl%.v
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION GU MIA iMtdilat on Sketch attach construction plans if ( p appropriate)
DE`SSCC�RIPTI N OF CONSTRUCTION fir► aid ��Il 6in, **SM ATfACHM SPECM 00WXWaa**
DIMENSION OF INSTALLATION OR REMOVAL TrOnch and backfiU
3,250 If of 6 in. vas ,main
s
SIZEasOF ELATION, IF NEEDED
SAP,P,�QXI T__IM�E�IiNH,."%RK WILL BEGIN
APPROXIMATE TIME OF COMPLETION--jat'»I6 v 30, 2003
ESTIMATED CONSTRUCTION COST $ 24,281.25
(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:
CIZY DF LP` QUINT
n��ur.EDEP?• _
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 and all appl' able rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the re" It I
f t rk.
%-S^
Signature of Applicant or Agent
PAIIIIIl t OOMMUlliCatims, Inc. 51ASS DeaWt Club, La ouinta 760 771.2295
Name of Applicant (please print) Business Address Telephone No.
Alias WNW sum am above
Name of Contractor and Job Foreman Business Address Telephone No.
777%1 06015
Contractor's License No.
Soottsc3al9 Insurance C7ooyany
City Business License No.
CXS0806321
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 $ 728.00
II
Permit Fee 100.00
Penalty
Cash Deposit -Surety Bond
if required
TOTAL
Receipt No.
$ 828.00
Received by Date
3778
PERMIT VALIDATION
3778
PERMIT NO.
DATE APPROVED 30 October, 2002
30 October, 2003
EXPIRATION DATE
#0 October, 2002
DATE ISSUED
By
Victor Molu, Assign!II' ....'rdmtiln'ii tea iv :Authority
ILI
Recorded by 11 Telephone: (760) 777-7075
The following Gentral and Special Provisions an attached to and made a part of Permit No. 3777
GENERAL PROVISIONS
The following Shall always apply:
ENROACENFNY ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of'La Quints 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.
7RACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment sb&U.not be permitted to operate on
any paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street sboa to
protect the paving during excavations. Rubber -tired equipmeot.oaly shall be used in backfill operations in paved areas. If the existing
pavement is 'scarred, @palled, or broken during the term of this contract, or if the pavement is marred, City of La Quints @ball 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 cost as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly ligbted and barricaded as deemed necessary by the
City Engineer or l.s Quints City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the
duration of the project. The City aball be notified.24 hours in advance of any traffic detours or delineations.
CARE OF DRAINAGE MUCIIJRFS: Any drainage structure including corrugated metal pipe, concrete Pipe, steel culvert and
concrete structures'e.ncountered during excavation which necessitate removal shall be replaced in Idod. In the event it become ostensory to remove or cut existing drainage structures, City of La Quints shall be notified prior to commencement of this work.
Drainage structures and open draine @ball be kept fret of debris at all times for proper drainage.
RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill•operations abdl' be removed from the -riot
of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfiA and compaction.
Existing tuner lint and drainage ditches shall be replaced to their original standard or better. prior to paving. Water tanker .bell All excess material Shall be removed
be used, as' rcquired, to sprinkle the job site to keep down dust conditions and sball be used
immediately after backfiU.
DE -WATER OPERA71ONS: If de -watering operations arc required and pumps are forcing water on City.of Ls Quints roads, it shall
be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when neceaaary..
CLOSING SFREEFS: No street shall be 'closed. A minimum of one lane of traffic shall be maintained at all timesto provide limited
access for the adjoining property owners and emergency vehicles. In the event it is felt by the 'permittae that. be 'must close a atreet for
my length of time, perminec shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply W19PQRQQ: 760. 777.7097
Rtl NOTMCA71ON: Perminee shall notify the City at ( Wat least 48 hours in tinvanee of starting construction.
RZ UJU7 7Y CLEARANCE: (Substructures) Prior to making any excsvation 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 S
trtriating
substructures. Damage to existing substructures resulting .from operations conducted under this permit shall be the sole
responsibility of the permince.
R3 UJILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are Clear of the
proposed work site. The perminee eball notify all concerned utility companies of the proposed worst.
R4 PAVEMENT HIDF-NING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with inches of A.C. paving placed on inches of class . aggregate subba@o-course having an 'R'
value of not ►ens than abd in conformance with City of I s Quints Road Improvement Staadarda and
Specifications, Ordinance 1461.
R'5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb @ball be graded to a dope of
1/4 inch to one foot (11.
R6 GRADE• CHECKING: City of La Quints shall cbeck 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 _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 approaeb shall be coostrueted in conformance with City of L Quints Standard #M.
R8 DRIVEWAYS: A.C. driveways aba0 be constructed as not to alter existing drainage pattern, Surfacing between the property
line and the existing road paving shall be 2 1/2 inches of A.C. paving placed on of Cie" ' aggregate base.
Driveway construction &ball Conform to attached drawing.
R9 SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times,
RIO SOIL FITJW1ZE3U 71e area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with.the'
manufacturer's specifications.
11 COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of
Ls Quints may conduct in this arts during the period of this permit. Work shall be coordinatedwith the State or City of La
Quints forces to preclude delay or interference with State of City of La Quints projects.
12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
ceaterliDc of all streets or property lines when involved shall be completely tied out so they may readily and correctly be
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete act of notea 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 completioo or replacement of all survey monuments for proper project clearance. .
13 PAVEMENTCUTTING: Pavemeot will be mechanically saw cut to a atraight to a straight edge prior to excavation. Method
of pavement tuning shall be approved through the office of the City Engineer. (Under no circumstances shall excavating
equipment be used to excavate prior to cutting of 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.
14 L11►197. OF EXCAVATIONS: Excavatigns shall be limited to 1000 linear feet 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 excavatioa barricading in each case. -No
excavation @ball remain open for a period exceeding five (5) days. No excavation shall be made unless the construction
material is actually on the work site.
17.5 BACKFU1 L MATERIAL Backfill shall be fret of brusb, roots or other organic substance detrimental to its use for purposes
of producing an -adequately consolidated Backfill. Any material which the City of La Quints deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but @ball be supplemented or replaced
by an approved card or gravel.
16 BACXYB L SAND: Backfill shall be approved transit -mix sand or equivalent and shall be'plaeed in lifts of not greater than
three feet (3) and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case,
a relative compaction of 95 percent shall be ottaiotd with the structural section of the roadway.
17 BACKFILL PLACEMENT: Backfill shall be applied. in layers of not more than 50 percent of the total depth of the trench
before flooding or a maximum of five-foot (5,) lifts where trenches are of excessive depths. Care is to be exercised that the
backfill material is Dot subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting
compaction shall be Dot leas than 90 percent or equivalent to the surrounding ground, whichever is the granter compaction.
Where pondiug 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 Itngth to rcacb the bottom of each layer and the water supply shall be continuous.
18 COMPACTION TEST'S: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000
feet and a minimum of one (1) test on each road: One (1) copy of each tut sball be forwarded to 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.
1.9 COMPACTION TESTS: 1f 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 Section 6.3.01• of the Standard Specifications, Division of Highways, State of
California, dated January 1973.
O TEMPORARY PAVEMl]ENT REPAIRS: After completion of backfill and compaction operations, a temporary patch
consisting of 2 inches of SC-800 shall be placed on a prepared rubgrade. 71c SC-800 temporary paving shall be placed after a
maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in Do case shall the
placement of the temporary pavement exceed a five (5) day limit.
1 PERMANENT-PAVEMEPTf REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2') of SC-800 shall be plaged immediately. A. permanent patch of inebea A.C. surfacing placed on a
iDcb class base shall be placed no later than days after completion of temporary road repair.
2 FOG SEAL: A fog seal cost consisting of an application of
PP asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
3 STREET RESTRWING: Where atrect striping is still visible on streets to be excavated, such striping .ball be replaced upon
completion of permanent repairs.
24 TREE RELOCATION OR REMOVAL: Tree relocation within the City -of La Quints road right of way shall be
accomplished by a licensed, bonded and Insured tree service, and bandied safely without interference or batard to the traveling
public. h shall be the responsibility of the perminct to maintain the tree in a vigorous growing condition at its new Jocatioa.
Trees to be removed shall be in sections which can be handled safely without interference or baze 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
bole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where is becomes necessary to
restrict traffic, the work shall be restricted to a maximum of Soo feet at any one time. Adequate signs, flagmen and or
barricades shall be provided to protect the traveling public at all times.
Large boles resulting from tree removal .ball be backfilled and compacted to not leas than 90 percent or equivalent to 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.
4
PERMIT NO. 3777
GRANITE CONSTRUCTION COMPANY
In addition to the standard permit conditions, the following shall apply:
1. 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. GRANITE CONSTRUCTION COMPANY, hereinafter referred to as "Permittee", shall be responsible
for providing continuous dust and erosion control.
3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently if required.
4. 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 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
5. Work performed within 500 feet of a signalized intersection is restricted 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 (909) 275-6894 if signal
operation at the intersection is to be altered in any way.
6. 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.
7. 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.
Special Conditions - Permit No3777_ I Page 1 of 4
PERMIT NO. 3777
GRANITE CONSTRUCTION COMPANY
8. 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 lane of paved surface shall be
maintained at all times.
9. 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.
10. 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.
11. 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.
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 an 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.
Special Conditions - Permit No3777_ Page 2 of 4
PERMIT NO. 3777
GRANITE CONSTRUCTION COMPANY
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.
12. 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.
13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
14. Access and egress to all local properties, shall be maintained at all times.
15. 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.
Special Conditions - Permit NO777_ Page 3 of 4
PERMIT NO. 3777
GRANITE CONSTRUCTION COMPANY
C. Permanent pavement replacement shall be installed using a City approved 3/4" 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: two (3) feet outside the sawcut removal
lines.
For longitudinal trenches located in a traffic lane: two (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 3/4" 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.
16. 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.
17. 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.
18. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
19. 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.
Special Conditions - Permit No3777_ Page 4 of 4