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T '
NOTE:
With proper'validation
this form constitutes an
encroachment permit
CITY OF LA QUINTA
—APPLICATION -.FOR --PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
r
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit— Class III
DATE: June 24, 1992 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION —HG'S' 111 and Washington Street WE Corner)
r
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Shopping Center TmprovementR Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION Precise Grading d I?AsggiuG See attached conditions. All
Lwr PAVIPJ& improvements shall be constructed per
the approved plans.
DIMENSION OF INSTALLATION OR REMOVAL See plans
SIZE OF EXCAVATION, IF NEEDED See glans
,� r
APPROXIMATE TIME WHEN WORK WILL BEGIN June 24, 1992
APPROXIMATE TIME OF COMPLETION 90 days ♦
ESTIMATED CONSTRUCTION COST $ 710,000
(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:
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 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 ofWpplicant or Agent
Torrance, CA 90501-3333
Transpacific Development 2377 Crenshaw Blvd., #300 (310) 618-3600
Name of Applicant (please print) Business Address Telephone No.
Near—Cal Corporation 600 Central Bldg. A. Lake Elsinore (714) 245-5400
Name of Contractor and Job Foreman Business Address Telephone No.
A/B 230077 752
Contractor's License No. City Business License No.
Continental Ins. CBP6046207-92 / New England Ins. EN0000737 / State Fund 1297118
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class I I1 ,�; :;, pQ AR pp p i pb
i7T�TAL-�00.00
8510F6-9'? 10
' Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs 0
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $
Permit Fee 711 .1 0
Penalty
Cash ;Deposit -Surety Bond 1
if required
TOTAL: $�'M00•00
Receipt No.
Received by Date
Recorded by
PERMIT VALIDATION
PERMIT NO. 1470
DATE APPROVED 6/24/92
EXPIRATION DATE 9/24/92
D�T`i�i'SSUED 6/24/92
By -
Administrative Authority
TELEPHONE: (619) 564-2246
.__ a. _— ...__.^_... ...— --.... .. .»_._— .......---___r.------ ...r_ _.. n. r,.__- -- —
AI)4�' 70
BSI Consultants, Inc. LMT7[EW OF
To: 14 y of LO 14
ATTN : 5 -ho L/e �
Via: ❑. Messenger ❑ Express
❑ Pickup 'Mail
We are forwarding herewith:
Originals Copies
Prints Plans
Date:—
BSI
ate: BSI Job No. Do
Project: rm a5,8&5
O Blueprinter
❑ . Other
Report Specifications
Drawings X_ Other Recom nel?,(n 4;c,., LPtk°r
Description: LeHPi Fd/' fhe RreC;xP al't7A•/)n ,olovu Phr?Ser 14a
This material is: - -
❑ For your approval.
❑ For your review.
For your files.
❑ Per your request.
Remarks:
From: BSI CONSULTANTS, INC.
❑ Approved by us.
❑ Returned by us.
❑ For -use on job.
Copies to:
Received by:
If enclosures received are not as listed above, notify us at once.
69-730 Highway 111, Suite 205, Rancho Mirage, CA 92270 9 (619) 324-1111 • FAX (619) 324-0243
: ::::::::::::
ro r
n
m::
- e ...:::: ::::::::::..
MEMORANDUM
DATE: June 16, 1992
TO: Steve Speer, City of La Quinta
FROM: Kris R. Schulze, BSI/RM
SUBJECT'. Parcel Map 25865 (J.N. 10164.00) �.
We have completed the review of the Precise Grading Plans for PM 25865, Phases 1 and 2, as
prepared by Hall. and Foreman, Inc. and find them to be in substantial conformance with the
issued Conditions of Approval, the Subdivision Map Act, general engineering practice and the
requirements of the City of La Quinta and recommend them for approval subject to items as '
noted below. This recommendation is based solely upon the technical completeness of the
documents provided. Final approval may be subject to review and/or revision required by other
applicable governing agencies.
_ N •
Items/action required prior to approval: ,
1. Acquisition of Caltrans permits for improvements on State Highway 111 including
entrance approaches.
h
2. , It, is noted the Washington Street improvement plans are currently under review. The
subject plans 'reflect the improvements represented -in the Washington Street plans and
could be subject to change based on future review of the Washington Street•plans.
3. The well site grading plan has not been reviewed and is not included' in this
recommendation.
4
4. The storm drain systems in the CVWD right-of-way are under separate plans and
permits.
By: /12
BSI CONSULTA S, INC.
GSI Jms
cc: Steve Reiner, Hall and Foreman, Inc.
-DATE
F
0007 6/19/90
\0
of industry affected; provided however, that the approval as established
by the joint apprenticeship committee' -or committees shall be subject
to the approval of the Administrator of Apprenticeship. Upon issuance
of this certificate, the Contractor and any subcontractor shall employ
the number of apprentices or the ratio of apprentices to journeymen
provided for therein, as well as contribute to the fund to administer
the apprenticeship program in each craft or trade in the area of the
work hereunder.
The parties expressly understand that the responsibility for
compliance with this Section 18 and with Sections 1777.5, 1777.6 and
1777.7 of the California Labor Code in regard to all apprenticeable
occupations lies with the Contractor hereunder.
'In accordance with the Labor Code Section 1773.3, the City
will send notice of the award of this Contract to the Division of
Apprenticeship Standards within five days after award, if the Contract
is awarded to a General Contractor in the amount of at least $30,000
and involves.at least twenty (20) working days, or the Contract is awarded
to a Specialty Contractor in the amount of at least $2,000 and involves
at least five (5) working days.
The City or the engineer or their consultants may have made
investigations of subsurface conditions in areas where the work is to
be performed. If so, these investigations are identified in the Special
Provisions. and the records of such investigations are available for
inspection at the office of the engineer. The detailed plan to submit
to the City for acceptance in advance of excavation, will not, be accepted
by the City if the plan is based on subsurface conditions which are more
favorable than those revealed by the investigations made by the City
or the engineer or their consultants. Nor will the plan be accepted
if it is based on soils related design criteria which is less restrictive
than the criteria set forth in the report on the aforesaid investigations
or subsurface conditions.
The detailed plan showing the design of shoring, etc., shall
include surcharge loads for nearby embankments and structures for spoil
banks and for construction equipment and other construction loadings.
The plan shall indicate for all trench conditions, the minimum horizontal
distances from the side of the trench at its top to the near side of
the surcharge loads.
GC -16
NOTE:
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
'4,
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
Tune 18, 1992 Subdivision Improvement Permit - Class I I I
DATE: Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Hwy 111 and Washington St. (N/E Corner)
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION. ShoDDing Center
Sketch (attach construction plans if appropriate)
Improvements
DESCRIPTION OF CONSTRUCTION precise Cra ing ans Ste- �aT7,AC
1-{fi"D C ON D t`��. 0 iJ S
- A"-
DIMENSION OF INSTALLATION OR REMOVAL See P 1 an s �0_�
&�yz_a V rz� f -L-4
SIZE OF EXCAVATION, IF NEEDED See flans
APPROXIMATE TIME WHEN WORK WILL BEGIN Tune 20, 1992
APPROXIMATE TIME OF COMPLETION • 9 0. days----.,.
ESTIMATED CONSTRUCTION COST $ � 57,000-00
(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:
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.
Sig " ie of Applicant or Agent
TransDacific Development 2377 Cren 2Lw Blvd., Ste, #300 (310)618-3600
Name of Applicant (please print) lorrance, k111. siness Address Telephone No.
..Near-C.al Corporation 600 Central Bldg. A Lake Elsinore (714) 2.45-5400
Name of Contractor and Job Foreman CA 92530 Business Address Telephone No.
A/B 230077 752
Contractor's License No. City Business License No.
i6ohiln6nEal Ins. CBP60462.07-92, New England Ins. EN0000737, State -:Fund 1297118
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 $—
Permit Fee -0
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
Received by
Recorded by
Date
PERMIT VALIDATION
PERMIT NO. N10
DATE APPROVED V2 y 15 3�
EXPIRATION DATE c. a
DATE ISSUED 4 l a Li 9 a
By
TELEPHONE: (619) 564-2246
Administrative Authority
The following General and Special Provisions are attached to and made a part. of Permit No. ' Ig lo
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 wa,
ONLY. Whenever construction extends within private property, it shall be the responsibility of the permittee (or his contractors) tc
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 anl
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, spatted, 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.
Exiting 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 must close 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 least 48 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 5
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 anyexcavation within the City of La Quinta right ofwayauthorized
by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility
of the permittee.
R4 UTILITY CLEARANCE: (Surface structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
R5 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be
having an"R" value of not less than
surfaced with inches of A.C. paving placed on
inches of class aggregate subbase course
and in conformance with City of 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.
RS GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/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 (_) of class
aggregate base. Driveway construction shall conform to attached drawing.
R11 CULVERTS: A inch diameter(
inches below and in line with the existing flow line. Culvert )in tallation shall ert shall be lcon oledtrmthe to theert at ach dtmately drawing. 1/2
R1 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.
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.
R1 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 be 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 tothe removal of anymonuments. Thisoffice shall
RD -31 be notified upon completion of replacement of all survey monuments for proper project clearance.
R16 SURVEY MONUMENTS: Prior to excavation or beqinning 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 involved.
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.
R18 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
LIMITOF EXCAVATIONS: Excavations shall be limitedto 1,000 lineal feet of open trench before backfill operations must
5
begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of
the traveling public. The Public Works inspector shall determine the suitability of excavation barricading in each case. No
excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction
material is actually on the work site.
20 BACKFILL 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 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 lifts of 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.
R22 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 equivalentto 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 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.
R24 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in 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 nocase 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 ona inch class base shall be placed no later than days aftercompletion 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 11461.
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 RESTRIPING: 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 withoutinterference 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 sectionswhich can be handled safelywithout interference or hazard to highway
traffic. The entire width of the tree stump shall be removed and disposed of so that no debris remains in view of the
highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it
becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate
signs, flagmen and/or barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than 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.
I. 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.
SPECIAL CONDITIONS --PERMIT NO. 1470
--- PRECISE GRADING & PAVING ---
In addition to the standard permit conditions, the following shall apply:
1. Permittee shall be responsible for providing continuous dust and erosion control. Permittee shall
submit an erosion control plan for city approval prior to issuance of the permit. The plan shall
address temporary control measures as well as permanent stabilization after construction is
complete. The plan shall become part of the permit.
Permittee shall furnish the name(s) and phone number(s) of the individual(s) responsible for
maintaining dust control after hours, weekends, holidays, etc.
2. Streets shall be kept clean. They shall be completely cleaned at the end of each working day
and more frequently if required.
3. 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 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 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.
4. 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 or facilities.
5. 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.
6. Construction traffic shall be permitted a single access point from Washington St. subject to the
approval of the City Engineer. 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.
7. Permittee shall notify the City Engineering Dept. at 564-2246 at least 24 hours in advance of
starting construction.
8. Prior to the start of the clearing and grubbing operation, permittee shall pre -water the area to
be cleared to prevent airborne dust.
Special Conditions - Permit No. 1470 Page l of 2
9. All work to be shall be performed in accordance with the precise grading and parking lot paving
plans prepared by Hall & Foreman Inc.
10. The grading contractor shall pay prevailing wages and provide certified payrolls.
11. 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 that the shoring, bracing,
sloping, or other provision of the Construction Safety Orders.
12. Contractor/permittee shall read and comply with the conditions in the memorandum from BSI
CONSULTANTS, INC. dated June 16, 1992 (attached).
13. Permittee shall acquire Caltrans permits for improvements in the S.R. 111 right of way including
entrance approaches.
14. Washington Street plans have not been approved and may be subject to changes. Changes in
the Washington Street plans may require changes in the plans for the permitted work.
15. Grading of the well site is not included in this permit.
16. Storm _drain systems in the CVWD right of way are not included in this permit.
This permit is for all the work, and only the work, shown on plans labeled "City of La Quinta Precise
Grading Plan Phase 1 and 2 Parcel Map No. 25865, approved by the city on 6-17-'92. The permit fee,
based on a construction cost of $710,000, is $7,100.
Special Conditions - Permit No. 1470 Page 2 of 2
Interoffice Memorandum :..
MEMORANDUM
DATE: June 16, 1992
TO: Steve Speer, City of La Quinta
FROM: Kris R. Schulze, BSI/RM
SUBJECT: Parcel Map 25865 (J.N. 10164.00)
We have completed the review of the Precise Grading Plans for PM 25865, Phases 1 and 2, as
prepared by Hall and Foreman, Inc. and find them to be in substantial conformance with the
issued Conditions of Approval, the Subdivision Map Act, general engineering practice and the
requirements of the City of La Quinta and recommend them for approval subject to items as
noted below. This recommendation is based solely upon the technical completeness of the
documents provided. Final approval may be subject to review and/or revision required by other
applicable governing agencies.
Items/action required prior to approval:
1. Acquisition of Caltrans permits for improvements on State Highway 111 including
entrance approaches.
2. It is noted the Washington Street improvement plans are currently under review. The
subject plans reflect the improvements represented in the Washington Street plans and
could be subject to change based on future review of the Washington Street plans.
3. The well site grading plan has not been reviewed and is not included in this
recommendation.
4. The storm drain systems in the CVWD right-of-way are under separate plans and
permits.
By: % h Z -.4 ,4ag4 -► 6/
BSI CONSULTA S, INC. DATE
GSI:jms
cc: Steve Reiner, Hall and Foreman, Inc.
U51 0007 6/19/90
SENT BY:TDC
Transpacific
Dcvelopmctit
C o m p a n y
June 25, 1992
6-25-Q2 ; 2:56PM ; 56456174 2
VIA FAX
Mr. Steve Speer
CITY OF LA QUINTA
78-105 Calle Estado
La Quinta, CA 92253
Subject: One Eleven La Quinta Center
Site Watering
Dear Steve:
Corporate Headquarters
."-- Crcaan.r•Buule�anl
Tarn-:;. CA '0301
This letter is to document our telephone conversation today, June 25, 1992. Last week during our
transition from a mass grading contract with James Rue Construction Company to our onsite contract
with Near -Cal Corp., our site inadvertently did not get watered for a number of days causing the site to
dry out. The City of La Quinta have notified us that there is excessive dust blowing on the project and
Washington/Adams Partnership will take the following steps to cure the dust control.
I. Near -Cal Corp. will run two trucks 8 hours a day, including Saturday and Sunday,. until the
middle of next week in order to get the site moist again.
2. Next week I will have Near -Cal Corp. apply soil binder to the pads and majors that are not going
to be developed until next year. We will also fence those pad and major areas.
3. From the middle of next week on, we will back down to running one truck 8 hours a day to
control the dust on site. If it becomes necessary to increase this to two trucks a day, we will do
so upon notice from the City of La Quinta.
I hope the above correctly documents our conversation. Please call me if you have any questions.
Sincerely,
WASHINGTON/ADAMS PARTNERSHIP
By: Transpacific Development Company
h
Colm Macken
Vice President, Development
CM:mak
cc:
Fred Bouma - City of La Quinta (Pax)
Dwight Johnson - Near -Cal Corp. (Fax)