3754.NOTE:
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 X
DATE: OC#0no; xx A. 2�2 � .....,..,,�� P
---^--i•�"`� Minor Improvement Permit Class IV
, LOCATION OF CONSTRUCTION �1: Rail L21 QUJAta 0 AVWU* 50
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION TeME"My C1WStl ' l=
amass wit rwX*s
DESCRIPTION OF CONSTRUCTION 24"Vft1 ^f ^*h ;*1%4 *AZ1
install ' »k witr'wwe =ad and CIU" link Mto
DI,.MENSION OF NSTALLATION OR R OVAL
48a x off' esrb Art .
Tlta,gt*a_% W -If -x - Q1 if • vivv.* x+rta&.mv AMT* Tk, A%
SIZE OF EXCAVATION, IF NEEDED
Sketch (attachconstruction plans if appropriate)
see attached special c loWiticam
APPROXIMATE TIVE W N 'WORK WILL BEGIN
APPROXIMATE .TIME OF COMPLETION -- A0141, 1 7002
ESTIMATED CONSTRUCTION COST $ 8.S00.00
(Including removal of.all obstruction, materials, and debris, backfi.11ing, com-
paction and placing permanent resurfacing and/or replacing improvements)
TIn consideration of the granting of this permit, the applicant hereby agrees to:
N 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 applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result off this work.
� Signature of. Applicant or Agerit
T.D.
/1
4 • D. t
P.O. Haar 1716, 1A Wnta.
Name of Applicant (please print) Business Address _''`Telephone No.
(karate OMUW ion 00. 38000 M=Ve $tit pia, to 92201 76M75.7500
Name of Contractor and Job. Foreman Business Address Telephone No.
89 • 2501..
Contractor's License No. ,. City Business License No.
Natloml Una imumm aa. GL544020MA 11M A\ n
Applicant's Insurance Company Policy Numbe flA j'
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 $ $5.40
Permit Fee 100.00
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $ 165.10
Receipt No.
Received by Date
Recorded by
CITY OF LA QUItITA
FINANCE DI=PT,
3754
PERMIT VALIDATION
PERMIT NO. 3754
DATE APPROVED October 9, 2002
EXPIRATION DATE Sew` 30, 2002
DATE ISSUED 9e 2002
By
Viet= a* Asslgtntdmin�glrsl�ver ulthority
Telephone: (760) 777-7075
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NOTE:
With proper validation
thls form constitutes an
encroachment permit
CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of publid 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: Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTIO - DaRcho La Quinta
g2 Soa S?A.E f--r
(Street address or Description of Location) /10 ` ,44- 6/V7W,0A9 V`C1 C-P�
PURPOSE OF CONSTRUCTION Sketch (attach construction plans if appropriate)
DIMIle ENSION OF OF I T II O./ Ov
SIZE OF EXCAVATION, IF NEEDED
APPROXWAT,E TIME WHEN WORK WILL BEGIN
/o o/ ,o Z—
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST 4iSOo
RECEIVED
SEP 2 4 2002
PUBLIC WORKS
(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.
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 applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work.
Signature of Applicant or Agen
2 D) Desert Development P.O. Box 1716, La Quinta 7TT —1$41
Name of Applicant (please print) Business Address Telephone No.
l f�A.a17� Gv�ST c.0 3$00� MotJnof_ S-r (/JOto, t, k ` *22Z I . -1 -5- -75 00
Name of Contractor and Job Foreman Business Address Telephone No.
GI
Contractor's License No.
2 S�o 1
City Business License No.
National Union Fire Insurance Co. GL5440206RA
Applicant's Insurance Company Policy Number -
----- �
FEES: Subdivision Improvement_ Permit —Class III W �tfcJ
Public improvements: 3% of estimated construction costs k L" """ (*A( - -C
o/
Private improvements: 3% of estimated construction costs F� sC_ ��
Minor Improvement Permit — Class
IV: See attached schedule
htsl:iection Fee $
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
Received by
Recorded by
too.ma
$ / '?s.00
Date
PERMIT VALIDATION
PERMIT NO.
DATE APPROVED
EXPIRATION DATE
DATE ISSUED
By
Telephone: (760) 777-7075
Administrative Authority
pA bl':'u-
PERMIT NO. 3754
T.D. DEVELOPMENT
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. T.D. DEVELOPMENT, Inc., 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 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 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.
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 No3754_ Pagel of 4
PERMIT NO. 3754
T.D. DEVELOPMENT
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 366-1.3 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 - Penmit No3754_ Page 2 of 4
PERMIT NO. 3754
T.D. DEVELOPMENT
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 No3754_ Page 3 of 4
PERMIT NO. 3754
T.D. DEVELOPMENT
C. Permanent pavement replacement shall be installed using a City approved %" 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 %" 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 - Pennit No3754_ Page 4 of 4
The following General and Special Provisions are attached to and made a part of Permit No. 375A
GENERAL PROVISIONS
The following shall always apply:
ENROACMAENT ON PRTVA7E PROPERTY: This permit authorises 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.
73LACKLAYING CONSTRUCAON EQUIPMENT. Cleated tracklaying construction equipment shall'w be permitted to operate on
any paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fined with rubber street oboes to
protect the paving during excavations. Rubber -tired equipment :only shall be used in backfill operations in paved areas. If the existing .
pavement is scarred, spelled, or broken during the term of this contract, or if the pavement is marred. City of La Quints shall request
that these portions of road be resurfaced over their entire width. Resurfacing shall consist of ons coat of two inches (Z' of A.C.
surfacing plus appropriate. wal oat as specified above.
PROTECTION OF IRAMQ AD excavations and work areas shallbe properly lighted and barricaded as deemed necessary by the
City Engineer or Is Quints City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the
duration of the project. The City shall be ootified.24 hours in advance of any traffic detOun or delineations.
CARE OF DRAINAGE STRUCTURES" Any drainage structure including corrugated metal pipe, concrete pipe, peel culvert and
concrete 'structures encountered during excavation which necessitate removal shall be replaced in kind. In the event to becomes
Deceaeary to remove or cut existing drainage structures, City of La Quints shall be notified prior to commencement of this worts:.
Drainage structures and open drains shall be kept free of debris at all times for proper drainage.
RIGHT OF WAY CLEANUP: Any surplus materiel resulting from excavation and backfWoperations shall' be removed from the rigbt
of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backftl! and compaction.
Existing gutter line and drainage ditches iball W replaced to their original standard or better. All excess material shall be -removed
Prior to paving. Water tanker #ball be used, as required,_tn kle th sprine job site to keep down duet conditions sad shall be used
- immediately after bac1dt11. — — --- — —
DE -WATER OPERATIONS: if de -watering operations are required and pumps are forcing water on City of La Quints roads, it shall
be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary,.
CLOSING FIRFET'S: 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 b_y the'perminee that he must close a street for
any length of time, permince sbill contact tbis offfiee to obtain the necessary parmissioD.
SPECIAL PROVISIONS
The following shall apply]{ as necessary
760:777.7097
Rd_ NOTIFICATION: Permittee shall notify the City'st 1-least-411-houn in-sdvance-of aurtiog cona—woo.
RZ U ILM CIIF-ARANCIi (Substructures) Prior to making any excavation within the,City of La Quints light of way
authorized by permit, the permittee shall contact all concerned utility companies reh Eve to the location of existing
substructures. Damage to existing substructures resulting from operations conducted under this permit sba0 be the sole
responsibility of the permittee.
R3 lTTI1J7Y 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 read pavement shall be surfaced
with inches of A.C. paving placed on inches of slabs aggregate subbase course having an 'R'
value of not leas than abd in conformance with City of La Quints Road Improvement Standards and
Specificatiom, Ordinance #461.
RS PARKWAY GRADING: Area between the property Line and top of the proposed concrete curb sballbe graded to a slope of
i/4 inch to one foot (I I.
A6 GRADE. CHECE NG: City of I.e Quints shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
R7 CURIO REMOVAL FOR DRIVEWAYS: A portion of the existing concrete.curb and/or curb and gutter -feet) ihall be
removed. Curb and/or curb and gutter shall be iaw cut prior to removal. Depressed curb, matching concrete -gutter and
concrete driveway approach shall be conswctedin conformance with City of La Quints Standard rM.
Its DRIVEWAYS: A.C, driveways sball be constructed as Dot 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 elass aggregate base.,
Driveway construction shall con(orm to attached drawing.
R9 SIGHT CLEARANCE: Sight clearance of'6W feet in all directions shall be assured and maintained at aU times.
Rl0 SOH- SIERIIIZF.R The area to be surfaced shall be treated with soil sterilizer. Rau of application @ball eornmply witb.the
maDufacmrervs epecifir:ariom.
11 COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California of City of
La Quints may conduct is this area during the period of this permit. Work shall be coordinated. with 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 aurvey monuments which exist on the
centerline of all streets or property lines wben involved shall b'e 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 notes showing the ties to
these monuments shall be furnished to the City Engineer prior to the removal of say monuments; This office shall be notified
upon completion or replacement of all survey monuments for proper project clearance.
13 PAVEMENT* CU77ING: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. Metbod
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 bat
facilitate the.general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
14 LUMT 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 excavation barricading in eacb case. -No
excavation shall remain open for a period exceeding five (5) days. No excavation @ball be made unless the construction
material is actually on the work site.
175 BACKF Z MATERIAL: Backfill shall be free of brush, 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 shall be supplemented of replaced
by an approved sand or gravel.
16 BACI(ML, SAND: Backfill shall be approved transit -mix sand or equivalent and shall be'placed in lifts of not greater than
three feet (37 and vibrated using vibrotamper or equivalent equipment. Alternate methods may be aubstiD,ted, but in any ease,
a relative compaction of 95 percent shall be attained with the structural section of the roadway.
17 BAC1014OLL PLACEM M. Backfill shall be applied• in layers of Dot 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 not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting
compaction shall be not less than 90 percent 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 continuous.
IS COMPACTION TESTS: 1f 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 test &ball be forwarded to the City Engineer for
approval sod 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: If so required -by the inspector, compaction tests shall be made for each crossing of '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 tuts shall be made as outlined in Section 6.3.01• of the Standard Specifications, Division of Highways, State of
California, dated January 1973.
0 TEMPORARY FAVSMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch
consisting of Z inches of SC400 shall be placed on a prepared subgrade. The 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 Iimil.
1 PERMANV%rT•PAVEI►1EKI REPAIR: After backfill sod compaction have been completed, a temporary patch consisting of
two inches (2') of SC-900 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a
iocb class base shall .be placed no later than days after completion of temporary road repair.
2 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch area as
determined by the City Engineer.
3 STREET RESTRIPING: Where street striping is Ril(atiidible on streets to be excavated, such striping shall be replaced upon
completion of permanent repairs.
L4 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, sod bandied safely without interference or hazard to the traveling
public. It shall be the responsibility of the permittee 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 Rump
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 500 feet at any one time. Adequate signs, flagmen and or
barricades shall be provided to protect the traveling public at all times.
Large bola resulting from tree removal shall be. backfilled and compacted to Dot leas than 90 percent or equivalent to the
surrounding ground, whichever is the greater. compaction ss determined by the impact or field method. Compaction testa shall
comply with Section 6.3.01 of the Standard'Specifications, Division of Highways, State of California, .dated January 1973.
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