0667�vl+- ✓.�4r.11��ti.�4 J.:1 �"!f'fh•#�►-f+wl7'•+'..r �Fw4' Wi•Y.:+ r n.� � r-r..l+w^+ �+w.=G�! fr-w-wr Qw .w.� r! �1�i «�eiFv 9ntwi�^M. w.� Y.'}:Y'Mr rL+•+ � .1+"rn vnr.� w � r. I.. — ..i r .... n.. «r
f - a
With pr.'6per validation
this form consiltutes an
encroachfnent permit
Y
CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit —,Class II I
DATE: "! 1t> 25— lc)90 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Avg=d=uo 52 and Jeffornon Strc t
(Street address or Description of Location)
PURPOSE OF CCNSTRUCTION Sketch (attach construction plans if appropriate)
rrTa:
DESCRIPTION -,� _-CONSTRUCTION sten t irlenrEtttnmontn
only, t-;'incj oncludod from this-pomAt
Jnr npprovcd plans
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION 0/29/90
ST:IMATED CONSTRUCTION COST $ �' •Z » 25
,eluding removal of all obstruction, materials, and debris, backfilling, com-
ction 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.
Landmark Land Comoanv of . Calif. , znc, PO Doi. 1000 Ln Quinta, CA 52253 345-2888
Name of Applicant (please print) Business Address Telephone No.
Landmark Land Co. of California 1?0 Lor, 1000 La Q_Ua nt.a, M, 92253 345-2888
Name of Contractor and Job Foreman Business Address Telephone No.
551449 on filo
Contractor's License No. City Business License No.
The Travelers 1977112809 and 6lorkcrs Comp LSC 807412465
Applicant's.lnsurance 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
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
20.942.42
$ 90.-oiA9.A9
Receipt No.
Received by Date
Recorded by
PERMIT VALIDATION
PERMIT NO. 0667
DATE APPROVED 5/25/90
EXPIRATION DATE 12/31/90
DATE ISSUEE,D; 5/25/90
Administrative Authority
TELEPHONE: (619) 564-2246
Ci
NOTE,
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
y— 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
-DATE: May 25,, `1990 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Avenue 52 and Jefferson Street
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION
Sketch (attach construction plans if appropriate)
DESCRIPTION OF.ONSTRUCTION street irgP_r0yP_mnnta
only,. c �, a : :y alxluded from this _ permit
as ppr approved plans
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 5/29/90
APPROXIMATE TIME OF COMPLETION 8/29/90
"
EF. IM,ATED CONSTRUCTION COST $ 1, '4.4 .241.25
lijding removal of all, obstruction, materials, and debris, backfilling, com-
ion and placing permanent resurfacing and/or replacing improvements)
in consideration of the granting of this permit, the applicant hereby agrees to:
`b (:;:, �� D A t ` 1-
> 3A5 spa , �A n
a ti
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.
e
Signature of Applicant or Agent/
Landmark Land Company of Calif., Inc. PO BOX 1000 La Quinta, CA 92253,.,345-2838
Name of Applicant (please print) Business Address Telephone No.
Landmark Land Co. of California PO BOX 1000 La Cuinta, CA 92253 345-2005
Name of Contractor and Job Foreman Business Address Telephone No.
551449 on file
Contractor's License No.
City Business License No.
The Travelers 197T112889 and 71ogl-rers Comp FITC 007412465
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
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
20,942.42 .
$ 20,9n2.42
Receipt No.
Received by Date
PERMIT NO
�.• r � i� ,� rid ,f
PERMIT VALIDATION
0667
DATE APPROVED
5/25/90
a
EXPIRATION DATE 12/31/90
DATE ISSUED x/25%0
By—
Administrative Authority
Recorded by 11 TELEPHONE: (619) 564-2246
The following General and',Special Provisions are .attached to and made a part of Permit No. O w / `
•'
t" GENERAL PROVISIONS
;y
r '
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 operateon any
I
u �4. 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"1 of A.C.
surfacing plus appropriate seal coat as specified above., t
PROTECTION OF TRAFFIC: All excavations and work areas shall tie 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
a t
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.
i `• �•
Drainage structures and open drains shall be kept free of debris at all times'for proper drainage.
- f
RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of
r
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
t
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
f
access for the adjoining property owners and emergency vehicles. In the event it is felt by the 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 $
-
shall be furnished in the name of City of La Quinta to cover all work involved in the restoration of the various La Quinta ,
s
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.
R3 UTILITY CLEARANCE:(Substructures) Prior to 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 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 WIDENING: Area between the proposed concrete gutter lin e+and the existing road pavement shall be
l
"
; .PAVEMENT
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 City of La Quinta Road Improvement Standards'
tandards-
and Specifications, Ordinance #461._ -k_ -
and
461._ -t_ -R6
R6PARKWAY 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 (V). '-
'^
R7 GRADES & STAKES: City of La Quinta shall establish grades and stakes for the proposed concrete curb and gutter
- • �'
construction.
Be GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and pFofile and/or grades as established by
a.lirensed engineer._
1 •1, ' ,
+ R9 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter I feet)shall be
r 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
'' • t•
aggregate base. Driveway construction shall conform to attached drawing.
R11 CULVERTS: A nch 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.
R12 SIGHT CLEARANCE: Sight clearance of 600 feet in either direction shall be assured and maintained. 1A.
R13 SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall comply with the' -
f
'manufacturer's specifications. . 1
rt
R14C 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
4 City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects.
•
R 55. 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
'p •
., a • ->.? �+r;, ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall' "
be notified upon completion of replacement of all survey monuments for proper project clearance.
R16 =Y MONUMENTS: Prior to excavation or beginning of cor ion, all survey monuments shall betiedout by City
or La Quinta and suitable payment or guarantee of payment shall be made as reimbursement for .II 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
G�
pavement straight edge shall be corrected.
R19 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1,000 lineal feetof opentrench before backfill operationsmust
begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidaysforthe 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.
R20 BACKFILL MATERIAL: Backfill shall be free ofbrush, roots or other organic substance cletrimentalto its usefor purposes
of producing an adequately consolidated backfill. Any material which the City of La Quints 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 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
pply shall be continuous.
R23 C MPACTION TESTS: If so required bythe inspector, compaction tests shall be made at intervals of not more than 1,000
(',�f at 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 as outlined in Section 6.3.01 of the
Standard Specifications, Division of Highways. State of California, dated January 1973.
24 OMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service line.
Q
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 (5i day iintit.
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 nolaterthan 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 RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon
completion of permanent repairs.
R:315
31 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 safelywithout interferenceor hazardto 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 thefollowing 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 any one 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 Ouinta 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
f2" 1 and above in size. Sealant shall be aonlied to all cnr aertinnc a� lirorte I by the rite Pv,min Wnrvc incmao nr
SPECIAL CONDITIONS --PERMIT NO. 0667
STREET IMPROVEMENTS - AVENUE 52 and JEFFERSON STREET
The
following conditions shall be met to the satisfaction of.••the
City
Engineer. s
1.
Permittee shall be responsible for,dust and'erosion control'.•'
2.
Streets shall be'kept.,clean. They shall be be completely„
cleaned at the end of the working day and more frequent*ly.if
required. `
3_
Contractor shall comply with theVlocal noise' -ordinance and
construction operations. and `s maintenance of equipment within
one half mile 6f..human occupancy. shall be performed only
~
,during the time periods as follows:
October lst to April 30: Monday 4"iday 7:OOa.m.--5:30p.m.
i
Saturday, 8:00a.m:-5:0Op'.:m:a
May lst to September 30: Monday -Friday 6:00a:m.-7:00p.m.
Saturday 8:00a.m:'-5:00p.m.
Work. '-shall be prohibited anytime on Sunday. -and Federal
holidays. _ d
4.
Permittee shall assume responsibility for repair of :existing
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 ehaul road shall. be effectively.destroyed-at the
conclusion of the work to prevent use by unautliorized,vehicles.
;
6.
,Construction traffic shall be.permitted' a,,single access 'point.
"
off Avenue 52, subject to the approval of the City Engineer.
Access will not be permitted "on''Jefferson: Permittee shall
furnish, install, and'`.'.maintain `-stop `signs to stop
r
construction'traffic prior to entering Avenue`.,52. Advance.
warning, signs and trafficcontrol -shall be installed and
t
maintained in,accordance with Cal Trans'Standards. and- subject
the approval of the City,Engneer.
7.
Permittee shall notify the-City'at 564-2246'at-least 24 hours."
in advance of starting construction... `
8.
Prior to the start of construction,.the•.Engineer of the work ''-
shall submit an erosion control plan to,the,C_ity Engineer for
d
~
approval. Erosion control shall be' provided for- the' entire
,
area involved and, may include but,not be limited-to.seeding,•
irri.gating.and plant establishment._-. Plant establishment' and
adequate growth shall be 'toprovide.satisfactory•'protection
against wind and -water erosion..
9.
All improvements shall be constructed as per approved plans..-
?
,.
10.
Jefferson Street will not be considered coinpleted�until the
construction of the tunnel-is'finaled.
-May 25; :1990_ .
r
_
All? -
Mr. Jerry Coffey f
- City of La Quinta_ y �� F•
Box 1504 - -
La Quinta, CA 92253:.
RE File #20629 - LOP Citrus -Residential/Cart Tunnels
File. #20604- City. Processing - -
Easement Agreement�fGr Jefferson Street Tunnel
Dear. Jerry:.. -
Further to our conversation Wednesday, -March 23, 1990; 1 am writing this letter in an effort to
1 obtain approval and- encroachment' permits for the construction of 52nd Avenue, Jefferson Street,
and Calle .Rondo. _
It is' Landmark's 'intent to construct a golf -cart access tunnel under Jefferson Steeet within the
construction limits of the Jefferson Street improvements. I Landmark -will not construct.- the =
Jefferson -Street 'improvements within the construction limits of the tunnel until the .tunnel_
construction may be coordinated" with these improvements.-
We.
mprovements:We. realize that the City `' of: La. Quinta and Landmark are in the process of formulating an
easement agreement and encroachment permit for the tunne[ construction'' and subsequent
maintenance. Although tunnel improvement plans have been submitted for -plan check, we
understand --the- city will not issue an encroachment: permit to construct the tunnel until . such time
as the easement agreement is completed, and -executed by both parties. , Landmark- realizes that
the, maintenance of the tunnel will- be -the responsibility of :Landmark or its -successors and
assigns., `We understand the City of La Quinta will regard this, tunnel to be ,a private facility and
'. wilHherefore. reguire indemnification from. Landmark its :successors and assigns. The extent. and
- language of this indemnification will be determined in .the easement agreement prior to the
issuance of a permit for the tunnel:
, Regards, f =
LANDMARK LAND ,COMPANY OF CALIFORNIA,INC.,
Paul, D. Quill
Engineering
{ . cc:. Greg- Abadie _
Stephen Caplinger - -
_
LANDMARK LAND COMPANY OF -
CALIFORNIA, INC., Land Planning, Engineering, Design& Construction
78-150 Calle.Tampico,.P.O. Box 9000, La Quinta, California 92253 (619) 564-4500 FAX (6 9) 564-8052
May 25, 1990
Mr. Jerry Coffey
City of La Quinta
Box 1504. .
La Quinta, CA 92253
RE: File #20629 LOP Citrus Residential/Cart Tunnels
File #20604 - City Processing
Easement Agreement for Jefferson Street Tunnel
Dear Jerry:
Further to our conversation Wednesday, March 23, 1990, . I am writing this letter in an effort to
obtain approval and encroachment permits for the construction of. 52nd Avenue, Jefferson. Street
and Calle Rondo.
It is Landmark's intent to 'construct a golf cart access tunnel under Jefferson Street within the
construction limits of the ,Jefferson Street Improvements.` Landmark will 'not construct the
Jefferson Street improvements within the construction limits. of the tunnel until the tunnel,,
construction may be, coordinated with these improvements.
We realize that the City of La Quinta and Landmark are in the process of formulating an
easement agreement and encroachment permit for the `tunnel .construction and subsequent
maintenance. Although tunnel improvement plans have been submitted for plan check, we
understand the city will not issue an encroachment permit to construct the tunnel until such time
as the easement agreement is completed and executed by both parties. Landmark realizes that
the maintenance of the tunnel will be the responsibility of Landmark or its successors and
assigns. We understand the City of La Quinta will regard this .tunnel to be a private facility and
will therefore reguire indemnification .from Landmark its successors and assigns. The extent and
language of this .indemnification will be determined in, the. easement agreement prior to the
issuance of a permit for the tunnel.
Regards,
LANDMARK LAND COMPANY OF CALIFORNIA, INC.
Pau! D. Quill
Eng: --leering
ss
cc: Greg Abadie.
Stephen Caplinger
File
LANDMARK LAND COMPANY OF CALIFORNIA, INC., Land Planning, Engineering, Design & Construction
78-150 Calle Tampico, P.O. Box 1000; La Quinta, California 92253 (619) 564-4500 FAX (619) 564-8052
a
I -
AGREEMENTD U PLI CATE
herein called "Subcontractor'
PROJECT PETERS MASTER SITE.
AREA Avenue 52 & Jefferson
TRADE: . EARTHWORK
AGREEMENT NO. 1102/1308
ACCOUNT NO. 90 81175
INVOICE INFORMATION
various
of CA.,Inc.
herein called "Contractor" .
i
ADDRESS Avenue 52 and Jefferson Streets.
CITY La Quinta, CA 92253
SUPT. Richard Dodson,
PHONE (619) 345-2888 Office
FIELD OFFICE LOCATION
(619),774-2476 Mobile
SUBCONTRACTOR AND CONTRACTOR hereby agree as follows:
1. THE CONTRACT DOCUMENTS: The Contract Documents consist of thelAgreement, Conditions of the Contract (General, Supplemental and
other Conditions), attached hereto, if any, and the Schedules, Drawings, Specifications, and all Modifications issued subsequent thereto, If any.
"
SCHEDULE '.'A SCOPE OF WORK
SCHEDULE "B" PRICE AND PAYMENT SCHEDULE. .
SCHEDULE "C" INVOICING INSTRUCTIONS AND"LEGAL NOTICES
All of the foregoing form the Contract Documents and all are incorporated by reference herein whether or not physical ly,attached hereto.
2. DRAWINGS AND PROJECT IDENTIFICATION: Contractor intends to or is building:
AVENUE 52 Realignment and Jefferson St. PETERS MASTER SITE
which may include other certain structures and amenities, all as shown In the Drawings and'Specificitions (herein called the "Drawings and
Specifications") which are Identifled as follows:
DATED 3/29/90 Street Improvement Plans i Street Improvement Plans
Tract 2542.9
DRAWN BY' Morse Consulting Group
CONSISTING OF SHEETS:
02nd Ave. Offsite)
Tract 24890
MorseConsulting Group
1 Sheets 1 -- 4
Stamp dated -3/30/90•
I ,
SUBCONTRACTOR ACKNOWLEDGES HAVING THOROUGHLY REVIEWED AND RECEIVED TRUE COPIES OF SAID DRAWINGS AND
SPECIFICATIONS..
3. INSURANCE REQUIREMENTS: The Subcontractor shall secure, prior to commencement of performance under this Agreement, and shall.main-
tain at all times during the period or periods of its obligations under this Agreement, at Its expense and in companies approved•by Contractor,
the following Insurance coverages, all of which shall be non -cancellable or; not subject to change in coverage except upon not less than thirty
(30) days notice to Contractor: {
(a) Workmen's Compensation and Occupational Disease
with statutory limits of. liability.
(b) Comprehensive Uablllty with minimum limits of 4
$ 500,000.00 i
as to bodily injury, or death; i
$ ,500,000.00
as.to property damage.
(c) Other.
Insurance certificates evidencing such coverage shall be furnished to Contractor and shall name Contractor and Owner as additional insured
thereunder.
4. GENERAL DESCRIPTION OF WORK: The Subcontractor shall perform all the work required"by the Contract Documents for:
See attached. Schedule A, Scope of Work....
W'9 �f
DATE INITIAL DATE INITIAL PROv pYi;�1� i:..j
CA 3-10.87 ;+
this AGREEMENT made and entered into this
30th. dayof
April 1990
COMPANY
Nuevo.
Engineering,
Inc.
COMPANY
Landmark Land Company
ADDRESS
79-811
Country'Club
Drive
ADDRESS
P.O.'Box•1000
CITY
Bermuda Dunes, CA
92201
CITY
La Quinta, CA 92-253
ATTN:
Wayne
Waters/Pete,Peters
ATTN:
Andrea Merrill—Mock
PHONE
(619)
345-1778
PHONE
(619) 345-2888
herein called "Subcontractor'
PROJECT PETERS MASTER SITE.
AREA Avenue 52 & Jefferson
TRADE: . EARTHWORK
AGREEMENT NO. 1102/1308
ACCOUNT NO. 90 81175
INVOICE INFORMATION
various
of CA.,Inc.
herein called "Contractor" .
i
ADDRESS Avenue 52 and Jefferson Streets.
CITY La Quinta, CA 92253
SUPT. Richard Dodson,
PHONE (619) 345-2888 Office
FIELD OFFICE LOCATION
(619),774-2476 Mobile
SUBCONTRACTOR AND CONTRACTOR hereby agree as follows:
1. THE CONTRACT DOCUMENTS: The Contract Documents consist of thelAgreement, Conditions of the Contract (General, Supplemental and
other Conditions), attached hereto, if any, and the Schedules, Drawings, Specifications, and all Modifications issued subsequent thereto, If any.
"
SCHEDULE '.'A SCOPE OF WORK
SCHEDULE "B" PRICE AND PAYMENT SCHEDULE. .
SCHEDULE "C" INVOICING INSTRUCTIONS AND"LEGAL NOTICES
All of the foregoing form the Contract Documents and all are incorporated by reference herein whether or not physical ly,attached hereto.
2. DRAWINGS AND PROJECT IDENTIFICATION: Contractor intends to or is building:
AVENUE 52 Realignment and Jefferson St. PETERS MASTER SITE
which may include other certain structures and amenities, all as shown In the Drawings and'Specificitions (herein called the "Drawings and
Specifications") which are Identifled as follows:
DATED 3/29/90 Street Improvement Plans i Street Improvement Plans
Tract 2542.9
DRAWN BY' Morse Consulting Group
CONSISTING OF SHEETS:
02nd Ave. Offsite)
Tract 24890
MorseConsulting Group
1 Sheets 1 -- 4
Stamp dated -3/30/90•
I ,
SUBCONTRACTOR ACKNOWLEDGES HAVING THOROUGHLY REVIEWED AND RECEIVED TRUE COPIES OF SAID DRAWINGS AND
SPECIFICATIONS..
3. INSURANCE REQUIREMENTS: The Subcontractor shall secure, prior to commencement of performance under this Agreement, and shall.main-
tain at all times during the period or periods of its obligations under this Agreement, at Its expense and in companies approved•by Contractor,
the following Insurance coverages, all of which shall be non -cancellable or; not subject to change in coverage except upon not less than thirty
(30) days notice to Contractor: {
(a) Workmen's Compensation and Occupational Disease
with statutory limits of. liability.
(b) Comprehensive Uablllty with minimum limits of 4
$ 500,000.00 i
as to bodily injury, or death; i
$ ,500,000.00
as.to property damage.
(c) Other.
Insurance certificates evidencing such coverage shall be furnished to Contractor and shall name Contractor and Owner as additional insured
thereunder.
4. GENERAL DESCRIPTION OF WORK: The Subcontractor shall perform all the work required"by the Contract Documents for:
See attached. Schedule A, Scope of Work....
W'9 �f
DATE INITIAL DATE INITIAL PROv pYi;�1� i:..j
CA 3-10.87 ;+
to -
,r't\
LANDMARK LAND'COMPANY
P.O.. BOX 1000
LA QUINTA, CA 92253
PETERS MASTER SITE
AVENUE 52 &.JEFFERSON ST.
Street Improvements and
Realignment
SCHEDULE A SCOPE OF WORK
To include labor and equipment to complete the street improvements and
realignment as per plans and specifications, and including but not limited
to the following:
Avenue 52:
Mobilization, pre -water, overexcavation, roadway excavation, imported fill,
finish grade, traffic control,'temporary striping(one move), removal of A/C.
Staking to be'performed'through Massey and coordinated by Nuevo.
Avenue 52 - City of La Quinta participation —Sheets 1 - 4:
Mobilization, pre -water.,, overexcavation, roadway excavation, imported fill,
finish grade -and traffic control.:
Jefferson Street:
Pre -water, roadway_excavation =-6,400 yds of cut- and_9,400 yds of fill,
imported fill - 3.600`cy, finish grade, traffic control and temporary. striping.
Notes:
Excludes engineering, inspections, permit fees, 'soil testing, construction
water costs, clearing, asphalt and concrete removal, overexcavation.
Based'on one move in only.
Owner to provide water source for sufficient supply for construction water
adjacent to job site.
Owner to provide borrow site accessable to scrapers adjacent, to job site
for required import. -Borrow site to be within.appx. 1000' of j'ob'site.
Costs are firm through 6/30/90. Increases in labor costs beyond 6/30/90,
will be passed on to owner.
Traffic control to .be performed while grading adjacent,to existing roadway
and in crossing areas only.
If required, overexcavation below" -1' of subgrade to be performed at`stated
unit price. Additional overexcavation to be completed in conjunction with
planned overexcavation.
1' subgrade overexcavation limit.: North curb line to South edge of 6' agg.
base shoulder on 52nd Ave.
TOTAL CONTRACT PRICE
$213,680.00
i .
'i' ..
'
l
•
I
SCHEDULE B- PRICE AND PAYMENT, SCHEDULE
PRICE SCHEDULE: In consideration of full performance of work on Subcontractor's
part, the Contractor agrees to pay to Subcontractor the
following:
ff
ITEM UNIT PRICE
i QUANTITY
EXTENSIONS
Mobilization
l
$ 4,690.00
Pre -water
6,`450.00
Overexcavation $ 1.00/cy
i 20,300/cy
20,300.00
Roadway -excavation
45,230.00
Imported Fill, $ 1.00/cy
8,900/cy
8,900.00.
Finish'grade
39,350.00.
Traffic. Control
.2,450.00
Temp. Striping (one move)
!
900.00
" Remove A/C ".
-
3,600.00
Avenue 52 ........
$.131,870.00
Mobilization
$ 960.00
Pre -water
1,350.00
Overexcavation $ 1.00/cy
I 4,000/cy
4,000.00•
Roadway Excavation
10,000.00
Imported Fill- $ 1.00/cy
1,900/cy
1,900-.00':.
Finish Grade
8,000.00.
Traffic Control
1,200.00
Ave
nue .52 City of La Quinta
Participation
.....
$ 27,410.00
Pre -water
I
$ "6,000.00.
Roadway Excavation
I
22,900.00
Imported'Fill $ 1.00/cy,
3,600/cy
3,600.00 -
Finish.Grade°
15,600.00
'Traffic Control
5,400.00
Temp. Striping
j
900.00
Jefferson ST.
$ 54,400.00
TOTAL CONTRACT PRICE
PRICE GUARANTEE: These prices°are guaranteed firm.
•
•
I $211,680.00
i
I
i
i
I
PAYMENT Contractor agrees to
each month on each completed unit of work as'.follows:
.SCHEDULE: .pay
PAYMENT PERCENT OF PAY POINT
'.
NUMBER UNIT PRICE DESCRIPTION,.,
i
Progressive payments.as scope of work is completed.
NOTE: Retention (10%) will'be.held for thirty-five days after completion of
scope of work:
i
I"
j
Render all invoices accompanied with one (tj copy of Labor Release (s) and
Material Release (s) properly filled out and executed
accordingly.
Invoices received.by the',25th will be paid, by the
10th of the following
month. Invoices received by the 10th
will be paid by
the 25th of the same month.
DATE INITIAL
DATEI INITIAL
i
" CA 310.87
.I
COMPANY Massey Sand & Rock Co.
ADDRESS P.O. Box 1767
CITY Indio, CA 92202
ATTN: Bill Loomis
PHONE (619) 775-8200.
herein called "Subcontractor'
PROJECT PETERS MASTER SITE
I
AGREEMENT DUPLICATE
this AGREEMENT made and centered into this
18th day of April i 1890'
COMPANY Landmark Land Company ofCA., Inc..
ADDRESS,
P.O: Box 1000
CITY La Quinta CA 92253
ATTN: Andrea Merrill—Mock
PHONE (619) 345-2888
herein called "Contractor"
j
AREA DEMOLITION, STORM ADDRESS Avenue 52 and Jefferson St:
TRADE: DRAIN & STREET IMPROVEMENTS CITY La.Quinta, CA 92253.
AGREEMENT NO. 90 81,170, SUPT. Richard Dodson
ACCOUNT NO. 1.102/1308- PHONE (619) 345-2888 Office
INVOICE INFORMATION FIELD OFFICE LOCATION
I•
(6.19) 774-2476_ Mobile
SUBCONTRACTOR AND CONTRACTOR hereby agree as follows:
1. THE CONTRACT DOCUMENTS: The Contract Documents consist of the Agreement, Conditions of the Contract (General, Supplemental and
other Conditions), attached hereto, if any, and the Schedules,,Drawings, Specifications, and all Modifications issued subsequent thereto, If any.
SCHEDULE "A" SCOPE OF•1NORK�
SCHEDULE "B" PRICE AND PAYMENT SCHEDULE
SCHEDULE "C" INVOICING INSTRUCTIONS AND LEGAL NOTICES'
i •
All of the foregoing,form the Contract.Documents.and all are incorporated by reference herein whether or not physically attached hereto)
2. DRAWINGS AND PROJECT IDENTIFICATION: Contractor intends to or i&building:
rPETERS MASTER SITE — AVE 52.and Jefferson Street
which may include other certain structures and amenities, alias shown in the Drawings and Specifications (herein called the "Drawings and
Specifications") which are identified as follows:
DATED Stamped 3/20 and 3/30/90 Sitreet Improvement Plans Tract 24890
.. i
DRAWN BY: Morse Consulting Group
z
'CONSISTING OF SHEETS: .1 - 20 and 1 - 4 : respectiv;ely
SUBCONTRACTOR ACKNOWLEDGES HAVING THOROUGHLY REVIEWED AND RECEIVED TRUE COPIES OF SAID DRAWINGS AND
SPECIFICATIONS.;'
3. INSURANCE REQUIREMENTS: The Subcontractor shall secure, prior to corrlmencement of performance under this Agreement, and shall main
lain at all limes during.tho period or'purluds of its obligations_ under this Aoruumonl, at Its expense and In eurnpanius apprpved by Conlraclur,
the lullowing Insurance coverages, all of which shall the non-eancullablo or;not subject to change In coverayu except upon nol lust, than thlrly
(30) days notice to Contractor: f
(a) Workmen's Compensation and Occupational Disease:
with•statutory limits of liability. `
(b): Comprehensive Liability with minimum limits of
$.500,000.00'
j
as to bodily injury or death;
i
$'500,000.00
as to property damage.
'
(c) Other:
i
Insurance certificates evidencing such•coverage shall be furnished to Contractor and shall name Contractor and Owner as"additional insured
thereunder.
4. GENERAL DESCRIPTION OF WORK: The Subcontractor shall perform all the work required by the Contract Documents for:
See attached Schedule A - Scope of Work{"...:.
. INS
W-9
d
DATE INITIAL DATE INITIAL
{ PROG PYMT FM
CA 3.10.87 {
• yi . - •%' ' n ' ` 'J
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fr.-
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r' •' ��� � { .°`'t
`. -
_
^ - LANDMARK•-.LANW'.COMPANY.. ,•.� _ -
`.
sV41P.OBoX ;1000,
�• _ : ' 1. �'_ :; '� La,QUinta; CA ' =92253 '.
j
.�` -. - tri _. �• '''� v - ! _ •'f
_
s PETERS MASTER,STTE
:y •, a AVENUE..;52 & JEF=FERSON' ST: `
`
3; �• r' STORM "DRAhN,STREET IM-
=�
PROVEMENTS;•'AND DEMOLITION
'
f SCHEDULE A • 1 IF
:,:, 'SCOPES OF WO&K
To'+include labor 'and..materials,`and "equipment ;to',complete.tthe .storm drain,'
_
demolition'-andstreetYimprovemen,ts,,as'per plans an d, specifications; and. x
`
including-but'not''.limited to' the -following:
i Pulverize,,existing pavement. +c
Install Storm,drain ,-wingwall-' trap, channel concrete outlet„`pipe concrete
< outlets; drywell' and :encasements'. '�'' '
'
f •.
Construct asphalt-'concrete': street over base,including curb' and gutter (various+
types) ,' sidewalk; ` driveway apronsi'x gutter aria ,spandrel -with base,', redwood
header, guide ;markers..'
'Includes' traff c'-control .for* cuib .'andpaving •work only.
Includes' scarification-and ;compaciion;•of r top,;,surface prior"Mto``base` L•
S'
r
.
Includes ,surveying/staking..4"� $ . ``e i
+
,
Alternate ad fpr-'prime. <coat ;at `unit¢ cost. listed_ heroin s
Excludes: Engin eering,;.inspections, permit: fees,''soil `testing; .c'onstruc'tion'
utility' water: cost's; utility installation, -re•locai ion, 'removal,' adjustments, -
or alterations: ,; Finish grade}for ;T:andscaping ,swales-and:concr.ete',work,:
excavt}ion,�handlin g , - removal, storage -or ;^tran'sportation �of 'hazardous '+and/or
;
t toxic rmaterials, .avalve boxµ or manhole adjusrtment �.stripring, :signing; fog seal,'''
a'
+ fencing orlwalls.."we'ed, killer, clearing anY.grubbing, street° l.ight`ing, temp. q•''
-
paving,unless required"`to.perform work.. r "'_ ` `
Final .billing'will • be'}based'`upon' measuremehv of actual work .performed ' at unit
` 'prices herein., stated..
Prices, quoted herein are' based on `unapproved plans ;and, may'b�e 'revised
,upon.
receipt. of, approved' plans: a ti -
• Tncreases i'n material',and' labor .costs beyond 7/30/90 uhalI .be ,pa'ssed .`()n tci owner`.
11 :,rock' and/6,r unsultable uaterials'^ure.eucuulite rud, rulatuJ _.urk I
w_raI l bu _
r performed,in accordance•with,Massey�Saind- & Rock's current" labor' and- equipment
rental rates.
Rough grade work shall be ,agreedTupon aid '.acc.epted. in'wr.iting, Y 06e,'Uw11e'r/
-F contractor- prior�tor the"'comp leti'on of the initial move=in 'and prior to any other '
subcontractor -starting his'.work:.,
!'
• _ r
All Work to be complete by,June. 15; 1990 ".. '.� F K 1 F•:" "�
`• '
r
'
TOTAL C , .• ,
ONTRACT PRICE' •.' t ,, .
_
, a
_
$
11,420,561''25
aA
} f
.. r t + � 3- may^ .'y '• •J •'t` r „
�S' 4 �...t _ MI, �,
't �.
Date Initials _ r. .. Date " .� '
wInitials 1�
-
Render all invoices accompanied with one (1) copy of, Labor Release (s) and Material Release (s) properly filled out and executed accordingly.
Invoices received by the 25th will be paid by the 10th of the following month. Invoices received by the 10th will be paid by
the 25th of the same month.
DATE INITIAL DATE INITIAL
CA 310.87
•
.
A •
- -
" SCHEDULE B PRICE AND
PAYMENT SCHEDULE
PRICE SCHEDULE: In consideration
of full performance of work
on Subcontractor's part, the Contractor agrees to pay to Subcontractor the
following:
ITEM
UNIT PRICE
QUANTITY
EXTENSIONS
Pulverize exist.'pvment.
.08t
228,000/sf
$ 18,240.00
30" 1500D RCP
$60,,50/lf
840/lf
50,820.'00-
24" 2000D RCP
57.00/if
198/lf
11,286.00-
24" 1750D RCP
57.00/lf
98/lf
5,586.00-
24" 1560D RCP
56.00/lf
88/lf
4,928.00-
24" 1250D RCP
56.00/lf,
274/lf
15,344.00'-
24" 1000D RCP-
56.00/lf
110/if
6,160,,00- .
18" 2000D RCP
53.00/,1f
235/lf
12,455.00-
12" 2600D RCP
52.00/lf.
38/1f
1,976.00'.
Manhole til
3400.00/ea
3/ea
10,200.00-
C.B. W=10.'
4500.00/ea
2/ea
9,000.00-
C.'B. W=4'
3200.00/ea
10/.ea -
32,000.00-
Wingwall 11,300.00/ea
1/ea
11,300.00 -
Trap Chan.Conc.outlt.
4700.00/ea
1/ea
4,700.00 -
Pipe Conc.outlets
5700.00/ea.
5/ea
28,500.00
Drywell.
3700.00/ea
1/ea
3,700.00 -
Encasement
50.00/lf '
38/lf
11900.00 -.
Credit if done with concrete and street
(;6;000)
( 6,000.00)-
_ 3" Asphalt Conc.
.47/sf
48,975/sf
23,018.25
S" Asphalt Conc.
.78/sf
3.03,190/sf
236,488.20
4" Cl 2 Agg.-Base
.20/sf-
.107,840/sf
21,568.00
8" Cl. 2 Agg. Base
.36/sf
423, 055/sf
152,299.80
10V CL 2 Agg.Base
'`.48/sf
303,190/sf
145,531.20
AC Overlay
.50/sf
250/sf
125.00
Cold Plane AC
2.00/sf
1,200/s -f
2,400.00.
Type A -B Curb &Gutter
6/i0/lf
12,110/lf
75,082.00 -
CONTINUED NEXT PAGE .....
- TOTAL CONTRACT
PRICE
PRICE GUARANTEE: These prices are guaranteed firm.
PAYMENT SCHEDULE: Contractor agrees to pay each
month on each completed unit of work as lullows: .
PAYMENT PERCENT,OF
PAY POINT
NUMBER' UNIT PRICE
DESCRIPTION
Progressive payments as -scope of work is
completed.
NOTE: Retention (107)
will be held for
thirty-five days after completion
of
scope of work.
Render all invoices accompanied with one (1) copy of, Labor Release (s) and Material Release (s) properly filled out and executed accordingly.
Invoices received by the 25th will be paid by the 10th of the following month. Invoices received by the 10th will be paid by
the 25th of the same month.
DATE INITIAL DATE INITIAL
CA 310.87
)MOW
SCHEDULE B
PRICE AND PAYMENT SCHEDULE
CONTINUED PAGE,TWO
ITEM
UNIT PRICE
QUANTITY
EXTENSIONS
6" Type "D" Curb
$ 4.50/-lf
21,120/lf
$ 95,040.00-
Type A-6*Curb & Gutter
9.-20/lf
1,025/lf
9,430.00"
4" Sidewal
1.50/sf
73,385/sf
11-0,077..50'
6" Radius curb
5.50/1f
240/1f
1,320.00--
,320.00=Driveway
DrivewayAprons
2.50/sf
315/sf
787.50'
X Gutter & spandrel w/base .2.80/sf
1,670/sf
4,676.00-
2 x 6 Redwood header_
2.20/lf
12,710/lf
27,962.00
Guide Markers.
30.00/ea
10/ea
00.00 -
300.00.--
ton-Rip Rap
ton-Rip
2.50/sf,
4,500/sf
11,250.00
Traffic Control for.Curb.and
paving work.only .....
Lump sum -
19,600:00
Surveying
Lump sum
24,600..00-
4" Asphalt Conc.
.56/sf
423,055/sf
236,910.80
$1,420,,561.25`
Alternate add Prime Coat
.@ 0.025/sf
TOTAL 'CONTRACT
PRICE,
$.1,420,561:25
Date Initials
Date
Initials
' NOTE: r
With proper: validation
this form constitutes an CITY OF LA QUINTA
encroact ment permit.
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public orprivate 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 111
DATE: 5/23/901 .• Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION AVENUE .52 AND; JEFFERSON STREET, LA QUINTA, CA.
(Street addressor Description of Location)
PURPOSE O.F CONSTRUCTION Sketch (attach construction pians if appropriate)
DESCRIPTION OF.CONSTRUCTION STREET IMPROVEMENTS
DIMENSION OF INSTALLATION OR REMOVAL' .
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 5/29/90
APPROXIMATE TIME OF -COMPLETION 8/29/90, -
1,644,-241.25ESTIMATEDC NSTRU TI0 N COST
$
(lncluding ;errovat of all obstruction,' materials, and debris, b&ckfMi^y, c '
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 t,
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. i
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- resu t of this work. '
Signature of Applicant or Agent r
Landmark'Laind Company.of.Calif. Inc. P. Box'1000; La.,Quinta, CA 92253 (619)' 345-2888
Name of Applicant (please print) Richard Dodson,•Supt. Business Address Telephone No.
Landmark .Land' Company of Calif.,Inc.' P.O: Box 1000, La.Quinta, CA'92253 (619) 345-2888
Name of Contractor and Job Foreman Business Address ` . Telephone No.
551449' On file
Contractor's License No: City Business License No.
The Travelers ,1977112889 and Workers Comp WC'807.412465
Applicant's Insurance Company PolicyNumber
FEES:. Subdivision Improvement Permit— Class III ;
Public improvements: 3% of estimated construction costs
Private: improvements: 3% of estimated construction costs NO
Minor improvement Permit — Class IV: See attached schedule '
Inspection,Fee $ PERMIT VALIDATION
Permit Fee . „ PERMIT NO.
Penalty t
DATE APPROVED
Cash Deposit -Surety Bond ,
if required EXPIRATION DATE
TOTAL: $ DATE ISSUED
Receipt No. m `.
Received by Date Administrative Authority,
Recorded by TELEPHONE: (619)564-2246
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