3773NOTE
With proper validation
this form constitutes an
encroachment permit
CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
__1\
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: Oar 23. 2002
Subdivision Improvement Permit — Class I II
Minor Improvement Permit Class IV x
LOCATION OF CONSTRUCTION 78-•700 Hwy 111 (pne-Eleven La Quinta twnter)
PM 30147 MP 2002-729
(Street address or Description of Location) +
PURPOSE OF CONSTRUCTION Cif i3td1ding
Pbss Dress far Less Store
DESCRIPTION OF CONSTRUCTION TiA JL'qt4V0M1
new sidewalk, now ramps aw curbs
DIMENSION OF INSTALLATION OR REMOVAL
"MAn Anon med nracis oradirw >olium
SIZE OAF EXCAVATION, IF NEEDED M
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION Z0&A1V4Ly 40p cw.?
ESTIMATED CONSTRUCTION COST $ 22#500.00
(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:
Sketch (attach construction plans if appropriate)
jai • y� � s• r• •
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 plicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary asth,rreT It of this work T
Signature of Applicant or Agent
DWM Smoley 46--753 Ada= Street, La Quanta, CA 760.771.3345
Name of Applicant (please print) Business Address Telephone No.
Desert Cities Dev/Parini Columm save
Name of Contractor and Job Foreman Business Address Telephone No.
768595
Contractor's License No.
I],limi.s Chlion xnsuraws
12853
City Business License No.
0GL142507/"142F8
Applicant's Insurance Company Policy Numberul &n.� L In
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 $
675.00
Permit Fee 100.00
Penalty
Cash Deposit -Surety Bond
if required
TOTAL
Receipt No
$ 775.00
Received by ' Date
Recorded by
dC I 2 8 2M
CITY OF LA QUINTA
PERMIT VALIDATION
ERMIT •3773
DATE APPROVED O'er 23, 2002
EXPIRATION DATE October 31, 2003
DATE ISSUED October
Ocr 23, 2002
By
A nn nistrative Authority
Victor I► =, As�tistarr lneer I
Telephone: (760) 777-7075
NOTE:
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCR
For the construction of public or private curbs, driveways, pavemer)", sidevvalks, patkih "lots, sewers, water. mains
and other like public works improvements in connection with MINOR t-16PINOVENt.ENIS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit — Class II I
DATE: OC.T.-1 ao=Minor Improvement Permit Class IV.
LOCATION OF CONSTRUCTION
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION -h
RIPTION OF CONSTRUCTION
DIMENSION OF INSTALLATION. OR
SIZE OF EXCAVATION, IF
APPROXIMAT
LL BEGIN
APPROXIA
TE-- C `� I�'�
Sketch (attach construction plans if appropriate)
RECEIVED
OCT 2 2 2002
PUBLIC WORKS_
TINGE F
II IJ•OMPLETION - f � •.,- �
ESTIMATED 00'NSTRU'CTION COST $ a �����77
(InclWding removal: -of all W truction, materials,; ii d•'debtis, Cikkjilling, com- -
paction�••.and •'placing .permanent resurfacing grid/gr.• rep?ad ng 'w Op .ements)
InI coo.siderption of the granting of this petmif, th2_ applicant- hereby agrees to:
Indemnify;'defend and save the City, its a`ithofized age{;ts, officers, representatives and employees, harmless from and against any and all
penalties,'liabilities or loss resulting from 'Flaims._o{ court action and arising out of any accident, loss or damage to persons or property
�p hpen'ing or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.-
r4tify the Administrative Authority at least twiffity-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 Qf this worl-r
Signature of Applicant or Agenj/
QC,- APAMs s1 7
Name of Applicant (please print) Business Address Telephone No.
Name of Contractor and Job Foreman Business Address Telephone No.
Contractor's License No. City Business License No.
11,Y1401 S G krdN 145A A, Leo• C_OL 4a 15'6 74ap lg2g598
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 $ —7 S II PERMIT VALIDATION
E7Ci
Permit Fee / t,G' _ -
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $ / % S
Receipt No.
Received by Date
PERMIT NO.
DATE APPROVED
EXPIRATION DATE
DATE ISSUED
By
Administrative Authority
Recorded by
Telephone: (760) 777-7075
r
PERMIT NO.3773
DAVE SMOLEY
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. DAVE SMOLEY, 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 April30: 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 No3773_ Page I of 4
PERMIT NO. 3773
DAVE SMOLEY
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 - Pemut No3773_
Page 2 of 4
PERMIT NO. 3773
DAVE SMOLEY
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 No3773_ Page 3 of
PERMIT NO. 3773
DAVE SMOLEY
C. Permanent pavement replacement shall be installed using a City approved 1/4" 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-AR4000
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 m 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 - Pem it No3773_ Page 4 of 4
The following General and Special Provisions are attached to and made a pan of Permit No. 3773
GENERAL PROVISIONS
The following shall always apply: -
ENROAClUAE PI. ON PWVA7E PROPERTY: Ibis permit authorizes work to be accomplished within City of Ls Quints right of .
way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractor to
secure permission from abutting property owners. Such authorization must be .secured by the permittee prior to staring work.
73LACKLAYING CONSTRUCAON EQUIPMENT`: Cleated tracklaying concoction equipment shall ant be permitted to operate on
any paved Aiificc unless fitted with emooth-faced street pads. All mechanical outrigger shall be fitted with rubber street shoes to
proteci the paving during excavations. Rubber -tired equipmeot.only shall be used in backfill opemdons in paved areas. if the existing
pavement is scarred, spalled, or broken during the term of this contract, or if the pavement is marred, City of La Quints shall request
that these portions of road be resurfaced over their entire width, Resurfacing aball consist of one coat of two inches (I' of A.C.
surfacing plus appreprsate will cost as specified above.
PROTECTION OF 77tAM0 All excavations and work crew &ball be properly lighted and barricaded w deemed aecewary by the
City Engineer or L Quints City Public Works inspector. Suitable detours and demur signs &hall be placed and maintained for the
duration of the project. The City shall be aotified.24 hours in advance of any traffic detour or delineation&,
CARE OF DRAINAGE MUCTIJRES: Any drainage structure including corrugated metal pipe, concrete DiM steel culvert and
concrete structures encountered during excavation which oeceasimte removal sball be replaced in kind. In the event it becomes
necessary to remove or cut existing drainage structures, City of La Quints shall be notified prior to commeneemeat of this Wort,
Drainage structures and open drains @ball be kept free of debris at all times for proper drainage.
RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill'operations @halt be removed from be light
of way. All paved surfaces $ball be broomed clean of earth and other objectionable materials immediately sfter bsckfW aid compaelign.
Existing gutter line and drainage ditches iball be replaced to their original standard or better. All excess material shall be.mmoved
Prior to paving. Water tanker shall be used, as required, to. sprinkle the job site to keep down dust conditions sad sball be tined
immediately after bacicfill.
DE -WATER OPERATIONS: If de watering operations are required and pumps are forcing water on City of La Quints road&, it shall
be the responsibility of the perminee (contractor) to control this water and to provide off -stint barricades when oeceseary..
CLOSING MRFEfS: No street shall be closed. A minimum of one lane of traffic shall be maintained access for the adjoining property owners and emergeat all times to provide limited
ncy vehicles. In the event it is felt by the permittee that he must close a street for
any length of time, perminee &ball contact this office to obtain the necessary permission.
,SPECIAL PROVISIONS
The following shall
760.777.7097
Rd NOTIFICATION: Permutes @ball notify the City st (OOPU = at least 41 pour in advance of atoning construction,
TIT R2 LLM- CLEARANCE: (Substructures) Prior in making any excavation within the City of L Quiata right of authorized by permit, the permittee &ball contact all concerned utility companies relative to the locatiway
on of existing
substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole
responsibility of the permittee.
R3 I.TIII m CLEARANCE: '(Surface Structures) No work &ball be done under this permit until all utilities are clear of the
proposed work mile. The perminee shall notify all CODcerned utility companies of the proposed work,
R4 PAVE.MFT7f WIDENING: 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 subbase course having ran'R'
Specifications, Ordinanc►461. slid ih C
value of not less than n conformance with of La Quints Road Improvement Standard@ Nod
e
R'5 PARKWAY GRA.DLNG: Area between* the property line and top of the proposed concrete curb aball be graded to a slope of
1 /4 inch to one foot (11.
R6 GRA.DE•CHECENG: City of L Quints ,ball check grades upon receipt of plan and profile aad(or grades as tstabltshed by
a licensed engineer.
R7 CURB REMOVAL FOR DRIVEWAYS: A portion Of the existing concrete.curb and/or curb and gutter (`_feet) ihall he
removed. Curb and/or curb and gutter shall be cow cut prior to removal. Depreased curb, matching concrete•gubw and
concrete driveway approach shall be constructed in conformance with City of La Quints Slaodard #M.
Ra DRIVEWAYS: A.C. driveways shall be conswcted as not to alter existing drainage pattern Surfacing between the property
line and he existing road paving @ball be 2 1R inches of A.C. paving placed on of else@ Driveway construction shall conform to attached drawing. aggregate tux,
R9 SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times.
R10 SOIL. STEJW ZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply witb.the'
manufacturer's specifications.
.1 1 COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California of City of
La Quints may conduct in this area during the period of this permit. Work &ball be coordinsted.with the State W City of L
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
centerline of all streets or property lines when involved shall be completely tied out so they may readily si d correctly be
replaced by a licensed civil engineer or surveyor at the expense of the permium. A complete act of notes &bowing the ties to
these monuments tball be furnisbed 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 project clearance.
13 PAVE 4V4T' C1rTT NG: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. Method
of pavement tuning &ball 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 is 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 LIMIIT OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet of opts trench before backfill operations must
begis. All excavations shall be properly barricaded with lights overnight, on weekends and holiday& for the protection of the
traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in eaeh 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.
17-5 BACKF Z MATERIAL: Backfill sball 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 Quiots deems unsuitable (tipongy 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 grovel.
16 BACXY L SAND: Backfill shall be approved transit -mix sand or equivalent and shall be'placed 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 attained with the structural section of the roadway.
17 BACKFIIL PLACEMENT. Backfill shall be applied. in layers of not more than So percent of the loud depth of the beach
before flooding or a maximum of five-foot (5D lifts where trenches are of excessive depths. Care is to be exercised mat 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 leas than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction.
Where podding 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.
18 COMPACTION TESTS: If so required by the inspector, compaction testa 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 teat 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: If so required -by the inspector, compaction tests shall be made for each crossing or ierviee 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 )Ughwaya, State of
California, dated January 1973.
20 71240PORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, is temporary patch
consisting of 2 inches of SC400 shall be placed on a prepared subgrade. The. SC400 temporary paving shall be placed after a
maximum of 3000 linear feet of treneb has been excavated and backfill operations completed, but in oo came shall the
placement of the temporary pavement exceed a five (s) day limit.
1 PERMANENT•PAVENUENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two incbes (2') of SC-800 shall be placed immediately. A permanent patch of itches A.C. surfacing placed on a
incb class base shall be placed oo later than � days after completion of temporary road repair.
2 FOG SEAT.: A fog seal cost consisting of on application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
3 STREET RESTRIPTNG: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon
completion of permanent repairs.
Z4 TREE RELOCATION OR REMOVAL: Tree relocation within the City -of Lo Quints road right of way shall be
accomplished by a licensed, bonded and insured tree service, and bandied safely without interference or hazard to the traveling
public. It sball be the responsibility of the permittee to maintain the tree.in a vigorous growing condition u its new location.
Trees to be removed shall be is 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
bole shall be backfilled snd thoroughly compacted as specified -in the following paragraph. Where is becomes swAssary 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 boles resulting from tree removal shall be backfilled and compacted to not leas than 90 percent or equivalent to the
surrounding ground, whichever is the greeter 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.
w
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WEEKLY INSPECTION REPORT
PROJECT NAME
PERMIT NO. ,�? %�3 PLAN SET NO.
DIN
INSPECTOR'IlewllXel L dwfl4ib77
DATE
JOURNAL OF NOTABLE ACTIVITY & ACTION
16-/6-03
i
a a - 7z � rzj,
(�radc zmen( 6 Fran
.1
0-g l Y 1� 1 77 ! 77 Y Y rc n
NOTICE SUMMARY FOR THIS WEEK: (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION)
F130
Page 1 of 2
CONSTRUCTION ACTIVITY SUMMARY
YR
MO CJ DATES: 13
thru / %
WORK BY SPECIAL
PERMISSION
MON
I TUE
WED
THU
FRI
SAT
SUN
I NITE
MEDIAN ... ... _. ..._..::.
PERIMETER
F130 • 04/02
Paae2of9