1565NOTE:
I
'�With'proper validation
this form constitutes an
i encroachment permit
u
W
A31W�' -•
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: September 29, 1992
Subdivision Improvement Permit — Class I I I
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION 79-255 Westward Ho Drive
(O/W corner of Dune Palms Road and Westward Ho Dr.)
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Site preparation for La Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION Electr
SEE ATTACHED CONDITIONS.
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 11./1/92
APPROXIMATE TIME OF COMPLETION 1/93
ESTIMATED CONSTRUCTION COST $ t 138,431 water 185.13 electrical
(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.
t,
,r
E.L. Yeager Construction Company, Inc. P.O. Box 87 Riverside, CA 343-2812
Name of Applicant (please print) Don Hepburn Business Address Telephone No.
Jim Fox — Superintendent Jones Bros. P.O. Box 905 Coachella, CA 347-2291
Name of Contractor and Job Foreman i' Business Address Telephone No.
140069
` Contractor's License No.
501
City Business License No.
Granger Hanna — Insurance Association GL8173917
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 $ 3,236.00
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $ 3,236.00
Receipt No. q
CReceived by "M&Se A 10 Wim'
Recorded by 511"x_"r > Ca,+Of iT # ILiq 3
1565
PERMIT VALIDATION
PERMIT NO. 1565
DATE APPROVED 9/29/92'/'
EXPIRATION DATE
1/31/93
DATE SUE 1/29/92
By 4_
Administrative Authority
TELEPHONE: (619) 564-2246
SEP -22_192 TUE 12:28 ID:YEAGEP. DESERT OFFICE TEL N0:1 619 343-2564 1#474 P02
-�YEAGER DESERT OFFICES 1
SENT 9Y:Xerox Telecopier 7020 � 9-16-92 ;11:55AM � � 5645611 •.•, �
NOYEc
With proper ygildatlon
this form mnotltutw en CITY OF LA QVINTA
el+croachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) `
For tris construction of public or Privete Curbs, drivsways, pavements, aldawellts, parking lop, "wan, water fintihs
and other elks public works Improvements in cormation with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
9 0 92 Subdivision Improvement Permlt — Class I I I
OATS:—.Minor Improyomartt Permit Class IV +..—.—
LOCATION OF CONSTRUCTION _..29-255-WCALWAX Nn Drive
(S/W corner of Dune.Palms Road and Westward Ho Dr
Ihraal adtlrall a DaralNbn of freraeleA)
PURPOSE OF' CONSTRUCTION . Site vrenaration _ Sketch (attach construotlon plant if appropriate)
�w^�ofor.� T,Q Qui noHigh Snheol _ _
08 RItTONOfCo STRUCTI N ��� A '"�' � Ct�D4T60s��
c./a L nSS I O N
OIMlNEION OF INSTALLATION OR REMOVAL
SIZE OF ExCAVATION, IF NK8060
APPROXilY1%liTIME WHIN WILL 13EGIN
...� e = =
APPROXIMATI TIME OF COMPLITION — A-1,FA-/j8S/1 30 "&-re4c-NL)
ESTIMATED CON19TRUCTION COST i •'l,:
(Including rtImm) of all alinructlon, lnstarlels, and debris, blickfillim Gorr%•
poodaft and placing permanant inurfoolne afldtor replacing Improvements)
In oonsldmillon of the granting of this permit, the applicant hereby agrees to.
IndimllV,.dilmd tno cava tre city, Its avlhorited 40Mt1, officers, rsptnentRWal and employs, hermlael from anti cecina' any and III
pM111e1, liabilities a loss resulting Irons clal41s of cowl tctton and ssising out of any a"Idont. ION or damage to persons or proparey
happsnlna or epowrin as a proalnrete rewlt or env vmrk undertsken undo► the pernnit grsataa OWNWInt to this apprlaltion.
Net* the Administrative Authority at least twenty-four (141 hours In advance of Me tune wnen "ora will bo start+d.
caply "Of all sipplumota Gity Otdinen446, %fill 141,416 and conolllons of the ptm it and alt applicable refer and regulations of tree City of
LI CuM4 Ind to pay for any ldaitlonal raoiaotrnent nMUEtV It the 1,11W1 rk
Of thil Wo.
SIg ere of Applicant or Agent '
E.L. YEAGER CONSTRUCTION COMPANY .INC.
m
Nea of Appiiosnt (pleats print) SL amass Address T.alaphone No.
JIM FO — SUPERINTENDENT P.O. BOX §2, RIVERgIDE.,
Nanis of it ntractor and Jab Foreman Business Address Telephone No.
- -140069 „ -sa
Contrifatcr'e Licanas No. City Business Lirann No.
GRANGER HANNA -ENSURANCE ASSOCIATION
8173�17—
AbiNtedArIl IKOW1110 Con+pgnY Poilov Number
s
FIRM Subdivision improyamMt Permlt -- C..—.lati lI III I
Public Imprt yenfiffl st 3% of eetlmated construction costs
Pr)vsta Improvements: 3% of enlfrleted construcslon costs
Minor Improyeetant Permit — Clue IV: Sae attached schedule
Inspection fee
TION
Paet�bra d fax traner nittal morns iBTt . No�aa�e• �� . J565'
Permit Fes r ,■__ -t --
Family
Cash Dopnsit-SUnty ea
If required
TOTAL; 32
15-6. AIS
- ,LAk /NT
S7e-6 - 57a / 7
q -Z9 -q2-
N
i
4
j• BULLETIN NO. 1
CHANGE PROPOSAL REQUEST
LA QUINTA HIGH SCHOOL DATE: September 2, 1992
EARTHWORK AND OFF-SITE IMPROVEMENTS
OSA: F -33-H16, A-57599 Portion One
OLA: 22/67058-00-10 CONTRACT: New construction
Project No.: T8902C.02 CONTRACT DATED: July 27, 1992
TO CONTRACTOR:
E.L. Yeager Construction
Company, Inc. -
27 -500 Sierra del Sol
Thousand Palms, CA 92276
OWNER:
Desert Sands Unified
School District
82-879 Highway 111
Indio, CA 92201
Please submit an itemized quotation for. changes in the Contract Sum
and Contract Time incidental to proposed modifications to the
Contract Documents described herein. This is not a Change Order
nor a direction to proceed with the work described herein.'
ELECTRICAL DUCT BANK REALIGNMENT:
Due to vision concerns expressed by the City of La Quinta (see
attached reference letter), Imperial Irrigation District has
redesigned a small portion of the duct bank in order to set
back vault OUN5125S away from the street. Please•submit a
cost proposal to construct the duct bank as shown on the
attached sketch B1-1. The only changes to the Contract are
addition of four sweeps and related deletion of straight
section.
ACTION TO BE TAKEN: Submit proposal in format required by
General Condition #68 of the Specifications. Do not proceed
with construction of this portion of the duct bank unless
directed to do so by the Architect.
ATTACHMENTS: Sketch B1-1;
Letter from City of La Quinta dated 8/4/92 (2 pages)
TRITTIPO AND ASSOCIATES '
Fred H. Gualda; AIA,
Architect, P.roject Manager
DISTRIBUTION:
Contractor: Dowane Bockmann, E.L. Yeager Construction Co., Inc.
Owner: Marcia Ewart, Dir.Facilities Planning, Desert Sands USD
Inspector: Alex Manka, Construction Inspector, Desert Sands USD
Architect: Trittipo and Associates
=
� )-Utility: Tom. Hill,- Imperial Irrigation District
... �1(�I I I IrO '.�i;i l �.�iJ ✓^i �•. i _ i i �• �7r • J.' 7 i Rr �I �• ^ �.^ i� r. • r.!� �/� �-• moi•.
236 F r ... • _ ,. � ,. ,,, �:. �C �'J: , � & . �-;� J J1�-•: � / ., ;
//``
y / .r, . ' C..::�bo�, C Orb t -`,Y. , ��Z . -'1-8 77
VAUL ': UN -5125S
LCCXii\IG: NORTH
UN 5126P m-1
m 25' R. 90'
--1-5"CND.363'W--R 25'R.
45'
MAIN SWITCHB ARD "MSB"
277/480V 3 — 4W 400 Amp
�— 10-4 "C,VD.10 R–R
25'R. 45'
UN 51255
\ 125'R.4.5'
57C.�(I.I.D. PRIMARY)
INTERCEPT UTILITY CO.
STUB OUT AND EXTEND
AS INDICA i r -D.
25'R 45'
--� F F
i
i 9' FACE OF CURB
LA QUINTA H.S./EARTHWORK -I- OFF -SITES
BULLETIN Sheet ®: B 1 - 1
' NUMBER1 po
TR Dote: 9/2/92
DESERT'SANDS Job T8902C.01
UNIFIED SCHOOL WHIM and15SOCMTES/ARMCTURE and PUNNING Scale: NTS
DISTRICT Carbkd,T� ky �py�ny a t—uc�byy taut o'sA 'PORTION 1
SPECIAL CONDITIONS --PERMIT NO. 1565
--- La Quinta High School ---
In addition to the standard permit conditions, the following shall apply:
1. All work shall be performed in accordance with the improvement plans prepared by
Trittipo & Associates.
2. Permittee shall be responsible for providing continuous dust and erosion control.
Permittee shall furnish the name(s) and phone number(s) of the individual(s)
responsible for maintaining dust control after hours, weekends, holidays, etc.
3. Streets shall be kept clean. They shall be completely cleaned at the end of each
working day and more frequently if required.
4. Contractor shall comply with the local noise ordinance. Operation and
maintenance of equipment within one half mile of human occupancy shall be
performed only during the following time periods:
October let 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 including Sundays.
5. Permittee shall assume responsibility for repair of any pavement breakdown at the
haul road access to any public or private street and for any damage to other City
streets and/or facilities.
6. Any on-site haul or construction access roads shall be effectively destroyed at
the conclusion of the work to prevent continuing use by vehicles unrelated to the
work authorized by the permit.
7. Advance warning signs and traffic control shall be installed and maintained in
accordance with Cal Trans Standards. Permittee shall submit a traffic
control/ circulation plan for approval by the City Engineer prior to the start of
any work.
8. Permittee shall notify the City Engineering Dept. at 564-2246 at least 24 hours
in advance of starting construction.
9. In advance of excavation, Contractor/permittee shall submit to the city for
acceptance a detailed plan, in accordance with Labor Code Section 6705, showing
the design or shoring, bracing, sloping, or other provisions to be made for
worker protection from the hazard of caving ground during the excavation of any
trench or trenches five feet or more in depth.
If such plan varies from the shoring system standards, the plan shall be prepared
by a registered civil or structural engineer. As a part of the plan, a note
shall be included stating that the registered civil or structural engineer
certified that the plan complies with the Cal OSHA Construction Safety Orders or
that the plan is not less effective than the shoring, bracing, sloping, or other
provision of the Construction Safety Orders.
10. Work in the City of Indio right of way is not included in this permit.
11. If the work is to be performed by forces other than that of the permittee the.
contracting company shall be required to apply for an additional encroachment
permit or become a signatory to this permit and comply with all conditions.
Special Conditions - Permit No.. 1565 Page 1 of 2
12. Existing pavement on Westward Ho Drive shall be sawcut at 16' south of the
centerline for the installation of the water line. All pavement replacement shall
.be one inch greater than existing except on Dune Palms -Rd. Pavement replacement
on Dune Palms shall be a 5" deep A.C. hot patch.
13. All excavation at or near the travel way.shall be backfilled•at the end of the
work day for the protection of the traveling public.
14. Street closures shall not be allowed -at any time, a minimum of one travel lane
with flagmen shall be maintained at all times.
15. Contractor/permittee shall have all equipment, machinery, material etc. out of
the travel way no later than 4:30 pm -on every work.day.'
16. Ingress and, egress for all local properties shall be maintained at all times.
Property owners in the area shall be notified..in advance of any inconvenience
17. Permittee/contractor shall schedule a pre -construction meeting and shall notify
all parties involved a minimum of 3'working days in advance of the meeting date.
This permit is for the electrical and water portion of the work, shown of the plans
labeled "Earthwork and Offsite Improvements, La Quinta High School". The permit fee,
based on a construction cost of $138,431 for the water and $185,130 for the electrical
is $3,235.61.
Special Conditions - Permit No.. 1565
Page 2 of 2
The following General and Special Provisions are attached to and made a part of Permit No. 156 S
GENERAL PROVISIONS
The following shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta right of way
ONLY. Whenever construction extends within private property, it shall be the responsibility of the permittee (or his contractors) to
secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall 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 shoes 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, 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 La Quinta City Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration
of the project. The City shall be notified 24 Hrs. in advance of any traffic detours or delineations.
CARE OF DRAINAGE STRUCTURES: Any drainage structure including 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 OPERATIONS: 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 isfelt bythe permittee that he mustclose a street for
any length of time, permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The follwing shall apply ONLY when indicated:
R1 NOTIFICATION: Permittee shall notify the City at 564-2246 at leasf�hours in advance of starting construction.
R2 CASH DEPOSITS OR BONDS: A cash bond or an approved surety bond in an amount of not less than $
shall be furnished in the name of City of La Quinta to cover all work involved in the restoration of the various La Quinta
roads and survey monuments. This bond shall be continuous until cancelled by the City Engineer. This bond must be
posted prior to commencement of any work on this project .
UTILITY CLEARANCE: (Substructures) Priorto making any excavation 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 bethe sole responsibility
�+ of the permittee.
UTILITY CLEARANCE: (Surface structures) No work shall be done under this permit until all utilities are clear of the
v proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
R5 PAVEMENT 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 an "R" value of not less than and in conformance with Cityof La Quinta Road Improvement Standards
and Specifications, Ordinance #461.
R6 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
1/4 inch to one foot (1').
R7 GRADES & STAKES: City of La Quinta shall establish grades and stakes for the proposed concrete curb and gutter
construction.
R8 GRADE CHECKING: City of LaQuinta shall checkgradesuponreceiptofplanandprofileand/or grades as established by
a licensed engineer.
R9 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 approach shall be constructed in conformance with City of La Quinta Standard #207.
R10 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 2-1/2 inches of A.C. paving placed on ( 1 of class
aggregate base. Driveway construction shall conform to attached drawing.
R11 CULVERTS: A inch diameter (—)culvert shall be installed with the invert approximately 1-1 /2
inches below and in line with the existing flow line. Culvert installation shall conform to the attached drawing.
CR-13)SIGHT CLEARANCE: Sight clearance of 600 feet in either direction shall be assured and maintained.
R13 SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall comply with the
manufacturer's specifications.
R1 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.
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 maybe readily and correctly
be 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. Thisoffice shall
be notified upon completion of replacement of all survey monuments for proper project clearance.
R16 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments shall be tied out by City
of La Quinta and suitable payment or guarantee of payment shall be made as reimbursement for all work involy. d.,
R17 PAVEMENT CUTTING: Pavement will be mechanically 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 of pavement). Excavation material shall be placed in such a position as to best
facilitate the general flow of traffic. Prior to final paving operations, any damage to pavement straight edge shall be
corrected.
18 PAVEMENT CUTTING: Pavement shall be saw cut prior to removal. Prior to final paving operations, any damage to
pavement straight edge shall be corrected.
R19 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1,000 lineal feet of open trench before backfill operations must
begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays forthe 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.
R2 BACKFILL MATERIAL: Backfill shall be free of brush, roots or otherorganic substance detrimental to its use for purposes
of producing an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable (spongyor
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.
R21 BACKFILL SAND: Backfill shall be approved transit-mix sand or equivalent and shall be placed in liftsof notgreaterthan
three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods maybe substituted, but in any
case a relative compaction of 95 percent shall be attained within the structural section of the roadway.
R2 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 thatthe
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 isthe 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.
23 COMPACTION TESTS: If so required bythe inspector, compaction tests shall be made at intervals of not more than 1,000
feet and a minimum of one (1) test on each road. One (1) copy of each test shall be forwarded to the City Engineer for
approval andfiled prior to making permanent repairs. Compaction tests shall be made asoutlined in Section 6.3.01 of the
Standard Specifications, Division of Highways. State of California, dated January 1973.
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 asoutlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
R25 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch
consisting of 2 inches of SC-800 shall be placed on a prepared subgrade. The SC-800 temporary paving shall be placed
after a maximum of 3,000 lineal feet of 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.
R26 PERMANENT PAVEMENT REPAIR: After backfill and compaction operations have been completed, a temporary patch
consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of inches A.C.
surfacing placed on a inch class base shall be placed no later than days after completion of
temporary road repair.
R27 PAVEMENT REPAIR: F.A.S.: Upon completion of backfill and compaction, a temporary patch consisting of two inches (2")
of cold mix paving (SC-800) shall be placed immediately. A permanent patch of three inches (3") of A.C. surfacing shall
be placed on six inches (6") concrete base as directed, but not later than fifteen (15) days after completion of temporary
paving. Concrete base shall be of five-sack mix and shall conform to the City of La Quinta Road Improvement Standards
and Specifications, Ordinance #461.
R28 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.
R29 SEAL ARMOR COAT: A seal coat consisting of an application binder and screenings shall be applied on all patch areas
where such seal coats existed prior to issuance of this permit. Seal or armor coats shall be applied as specified in Section
37, Standard Specifications, State of California, Division of Highways, dated January 1973. Work of pavement repair to
-� be accomplished by a licensed contractor engaged in the business of pavement repair.
R30 STREET RESTRI PING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon
completion of permanent repairs.
R31 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 permittee to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be removed in sections which can be handled safely without interferenceor 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 asspecified in the following paragraph. Where it
becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet at anyone 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 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.
R32 TREE TRIMMING:
a. Only the necessary trimming shall be accomplished to provide clearance of the facility for one calendar year.
All broken or weak sections within the trimming shall be removed.
b. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet at anyone time.
Adequate signs, flagmen, and/or barricades shall be provided to protect the traveling public at all times.
c. .If tree trunks are partially outside of the City of La Quinta road right of way, permittee shall make his own
arrangements with adjoining property owners for consent to the trimming in addition to the authorization provided
by this permit.
d. All tree trimming on EVERGREEN TREES, PALM TREES, and other ORNAMENTAL TREES shall be accomplished to
the satisfaction of the City Public Works Inspector.
e. -Abutting property owners shall be contacted, in all instances, prior to trimming or topping trees.
f. Pruning shall, in all instances, be at the shoulder of the crotch to insure even, fast healing in all cuts of two inches
(2") and above in size. Sealant shall be applied to all cut sections as directed by the City Public Works Inspector.