0541NOTE;
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit — Class II I }�
DATE: Ll`l;-r % 22 e 1990 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION La- Im QuintLj T2 24230
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION sti:cGt Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION COHLIk XU -01,1
and
DIMENSION OF INSTALLATION OR REMOVAL
,,;,SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 3/2r /2n
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ 3 - 21 12 2 , 000
t(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.
Signat�rof Applicant or Agent
A � n _ 5449 �Frje z,, Road, Sass Dido, CA 203-3964
Name of Applicant (please print) Business Address Telephone No.
ilatich Corporation PO Boy, 50000 San Boxnardino, CA 92412
Name of Contractor and Job Foreman Business Address Telephone No.
595
Contractor's License No. City Business License No.
on file
Applicant's Insurance Company Policy Number
�Q"2,1 1%?? -14? '3-212—lvo :10
FEES: Subdivision Improvement Permit — Class I I I � �' T� a 3119rl' .9�
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 11 . 1.90 . 9A
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL
Receipt No.
Received by
Recorded by
$ 'Al .1PC) -CIA
Date
1�Tc�
PERMIT VALIDATION
PERMIT NO. 0541
DATE APPROVED
EXPIRATION DATE 12/31/90
DATE ISSUED 3/2290
By—
Administrative Authority
TELEPHONE: (619) 564-2246
-
�NOTE: �r -
With proper validation
this form constitutes an CITY OF LA ' QUINTA
encroachment permit
APPLICATION FOR• PERMIT
;. PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction ,,of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and er like public wor�ks�mproveme`nts in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
o h
` ` eRl;.,. , ;- bt,. er •f' Y0. Nw, �.. ,r '- �t , �k
` r Subdivision Improvement Permit— Class III X
DATE: March }22 , x.990 i• Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION `Lake La Quinta, TR 24230
(Street address or Description of Location)
street improvements for p appropriate)
PURPOSE OF CONSTRUCTION Sketch (attach construction plans if
• Tract 24230
DESCRIPTION OF CONSTRUCTION construction of on—site
and off-site street.imDrovements
' DIMENSION OF INSTALLATION OR REMOVAL
�.•;,SIZE OF EXCAVATION,`IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 3126/90
,
APPROXIMATE TIME OF COMPLETION;
ESTIMATED CONSTRUCTION COST $ 3,352,000
=(Including removal of all obstruction, materials, and debris, backfilling, com-
,r;,, ,'action :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, 6.ut 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 ail 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.
�f.�✓LCLd Mme»
Signature of Applicant or Agent
A.G. _Sna s 9449 Friars Road; San Diego, CA 283-3964
Name of Applicant (please print) Business Address Telephone No.
Matich Corporation 'PO Box 50000 San Bernardino,,CA 92412
Name of Contractor and Job Foreman Business Address Telephone No.
` 17 7�15 595
Contractor's License No. City Business License No. i
on file
Applicant's Insurance Company Policy Number
Q0512%71 2�'" 7 Q3^22-90 10
FEES: Subdivision Improvement'Permit — Class I I1 10 yH 1 � SAL 1 31 i99 .94
Public improvements: 3% of estimated construction costs
Private"improve ments: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 31,199.94
Permit. Fee'
Penalty `
Cash Deposit -Surety Bond
if required
TOTAL: $ 31�199.9�t .
Receipt No.
Received by Datex
Recorded by
NS 0541
PERMIT VALIDATION
PERMIT NO. 0541
DATEAPPROVED 3/22/90
EXPIRATION DATE 12/31/90
DATE ISSUE 3/22/90�f-
By—
Administrative Authority
TELEPHONE: (619) 564-2246
The following General and Special Provisions are, attached to and made a part of Permit No.
-
GENERAL PROVISIONS 1
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 operite on any
' +
paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect
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the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas.. If the existing
pavement is scarred, spelled, or broken during the term of this contract, or if the.pavement is marred, City of La Quinta shall request
z
that these portions of road be resurfaced over their entire width.Resurfacing shall consist of one coat of two inches (2") of A.C.
c�
surfacing plus appropriate seal coat as specified above. t
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed-necessarybythe City
Engineer or La Quints City Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration
1
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.
t'
RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed fromthe right of
way. All paved surfaces shall be broomed clean ofearth andother objectionable materials immediately afterbackfill andcompaction.
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 propertyownersandemergencyvehicles.Intheeventitisfeltbythepermitteethathemustcloseastreetfor
any length of time"permittee shall contact this office to obtain the necessary permission.
' SPECIAL` PROVISIONS
+* +.
The fol'
lwing 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 Quints 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 .
►
c
^. R3 UTILITY CLEARANCE:(Substructures► Prior to making any excavationwithin the City ofLaQuinta right ofway authorized
it
s 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. r =•
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
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 LaQuinta Road Improvement Standards .
and. Specifications, Ordinance #461'
R6 PARKWAY G RADING: 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 IV). .• -
,.r
, 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 La Quinta shall checkgrades upon receipt of plan and profile and/or grades asestablished by
a licensed engineer. � •rt` '
' w
t R9 CURB REMOVAL FOR DRIVEWAYS: Aportion 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
r.
: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(_) 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.
R1 -SIGHT CLEARANCE: Sight clearance of 600 feet in either direction shall be assured and maintained.
y
R13 SOIL STERILIZER: `The area to be surfaced shall be treated with soil sterilizer. Rate of application shall comply with the
+
' manufacturer's specifications. r H .
' 14 COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or
.
City of La Quints may conduct in this area during the period of this permit. Work shall be coordinated with the State or
r
City of La Quinta forces to preclude delay or interference with State or,City of La Quinta projects.
15 SURVEY MONUMENTS: Prior to excavation or beginning of.construction, all survey monuments which exist on the
'f • F'
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 to the removal of any monuments. This office shall
be notified upon completion of replacement of all survey monuments for proper project clearance.
i
R16 -Y MONUMENTS: Prior to excavation or beginning of cor pion, all survey monuments shall be tied out by City
_ Duinta and suitable payment or guarantee of payment shall be made as reimbursement for all work involved.
R1 -7 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.
1g 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 feetof open trench before backfill operations must
begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of
the traveling public. The Public Works inspector shall determine the suitability of excavation barricading in 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.
A20 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimentalto its use for purposes
of producing an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or 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 may be 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 isto 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 90percent or equivalentto the surrounding ground, whichever is the greater
compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain
the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuous.
R23 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 as outlined in Section 6.3.01 of the
tandard Specifications, Division of Highways, State of California, dated January 1973.
F)��
OMPACTION 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 approve I and filed prior to making permanent repairs.
Compaction tests shelf 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
a,t�;ramaximumot.Q0171linealfeetoftrenchhasbeenexcavatedandbackfilloperationscompleted,butinnocaseshall
the p:ecc^en: 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 laterthan 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.
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 sectionswhich can be handled safety without interference or hazard to highway
traffic. The entire width of the tree stump shall be removed and disposed of so that no debris remains in view of the
highway. The stump 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 restrictedto a maximum of 500feet atanyone 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
(2'1 and above in size. Sealant shall be applied to all cut sections as directed by the City Public Works Inspector.
. ' SPECIAL CONDITIONS -=PERMIT NO. - 0541
STREET IMPROVEMENTS=--- TRACT , NO . 24230
' The
following condit'ions`.shall be met to,the satisfaction of
,the
' City Engineer.;.*:
1.
Street closures shall not be allowed at any time.
2.
Streets shall be kept clean. They -shall be,be completely '
cleaned at the end=of the'working day and.more frequently if
required.
' 3.'
Contractor `shall comply with'the local noise'ordinance and
y
,cons.truction operations and maintenance of-'. equipment.�'within
. '
one half -mile.: 'of .;human occupancy shall be performed, only
during.:the time periods . as follows
October,lst.to April.30: Monday -Friday 7:OOa.m.-5:30p:m.
w
Saturday.8:00a.m.-5:00P.m.
-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. i.
4.
Permittee shall assume responsibili.tj'.fc= 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._ x
5.-'
Any on-site haul road shall be effectively destroyed at'the•
conclusion of the work -to prevent use by unauthorized vehicles:
6.
Construction traffic shall be permitted', a single-access."point
off Washington -Street only, subject 'to the `approval of -the
;.
City Engineer. Right in.and right out ingress/egress only; will
be permitted'•onto. Washington Street. Permittee shall furnish,
-
install,, and maintain stop signs to stop construction traffic
prior.'to entering Washington Street. -Advance warning signs and
traffic control shall "be installed and maintained "in
accordance • with .Cal Trans Standards and' -subject to- the
approval of .the:City Engineer. •'', ;
7.-
Two lanes of`traffic shall.remain,open.on Washington Street at
r_
all times. Temporary pavement shall be.placed following each
working day. Traffic control shall be as per Cal'Trans
Traffic Manual. Fields.adjustments. in detouring shall be
accomplished as directed -in order t6 adjust to`actual`field,
�.
.,conditions. It shall --be the,contractor's responsibility to
adequately barricade and detour this,'site. Flagmen shall be.,.
',required'at
,
all times during work on,,Washington Street. A
_Traffic control plan shall- be submitted prior to commencing
construction' for. the approval -by the` -City Engineer.
ENCROACHMENT . PERMIT 0541,-'Special: wConditions
Page .2 '
,
Y
8.All backfill',subgrade'soil shallbe`compacted,to nothing;Tess::
than 9.0o relative'dry.density„all.^backfill.soil.within the
• , top 2:' .of finisli- pavement, surface• shall'be Y•compacted..to
nothing'}less' than. 95 %-.'relative dry density;.all base- material: ,
shall 'be.• compacted to-, nothing,-,less than 9.5 0. •relative dry-
_
density.'A ,
, .. •9 . ^Permittee! s ' � • .F '. z� � . - _ . � �:.
hall notify-Ythe City; at 564=22,46, at least 24 hours
in' advan6e'6f..starting, constructibn.
10. All;improvements:shall,be. constructed as per approved plans.'' ,
11 As shown on . the approved}; plans - and -as identified as. Bond ”
Group-No.- 4-6n attached Exhibit "I"-(page 7 of the
Subdivision-Improvement Agreement),, no work-may proceed along
Portions of.Washington-Street and ,portions, of Avenue AT' r
until written authorization is: i'ssu'ed by;. the City
Engineer..
1?. The Permittee' is advised...-that various const
.r.ur..ti:on_'
•are proposed in the•area',of.the permitted'project;',iricluding
a City. project for portionsof' Washington Street. The
Permittee..shall'carefully coordinate and cooperate with
others constructing:approved`projects,within.the,.work area.-
'The-Permittee shall'provide a;detailed-work schedule for.. V
work along `Washington Street•to,the.City.
''Engineer-for-
' approval; .- .The schedule maybe'adjusted to.,accommodate the
' City's Contractor'(s) and'others and to result in minimal
inconvenience tol the public `• traffic' along`-Washington.
fes- � ,. '� - • • ♦d ' .
• s ..{ x iT �. - :. ,,_ .. r. a .. - .
1
On-site streets and Drainage
$1,530,000'"
765,000
Improvements .
Offrsite street and Drainage
1,522,000
76L A00
S
Improvements
..-
Perimeter lots landscaping
300,000150',000
2,�
Sanitary sewer facilities •
624,000
312;000:
Domestic.Water facilities
894;000
'447;000.
3
Survey monuments.
21',500
-4
Washington,Street one
southbound lane from via
Marquessa to Ave., 48
40,000•
20,000.
Washington.Street at.A.P.N..
,
617-070-005..
50,000:
25,000
'Avenue 47 at A.P.N.
617-020-013
135,000-
671-1500'
.Washington Street/Avenue 47. ,r
Intersection.
35,000'
17,500
15
Traffic Signals at'Washingtom
.
and Avenue 48'
33,400
-0-
.Street
a
washington'Street,Unde'rground
Utilities,.
500';000 •:`
-0-
Adams Street Median.between
• Avenue 47.and Avenue 48'
.'°
(1/2width' improved .with
landscaping. &irrigation).
80,000,
-0-
`tach improvement item..listed hereon may. be bonded individually, or
bonded collectively`.with-.other improvements with a 'single bond,
} provided however,,.that improvements which are -grouped together and,
bonded with'a single bond -are -correspondingly identified^•in the 'Bond
Group' column as being of the. same,, group.
�* yPerformance Payment
Bond Bond
Bond Group -l..- .Totals = , $ _' 3,352,000 $ 1,676,000
Bond Grou 2 -:To* = 7
. tals - 1 5I"8 000 759,000
P
Bond Group:3 Totals— 21,500 -0-
Bond Group 4 = Totals = 260;000 130_,000
Bond,Group 5 - Totals',-- 588,400 -0-
GRAND'TOTALS•= ;.$ 5,764,900 $ 2,565,000
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I A G-SPANOS CONSTRUCTIONS INC.Y - STOCKTON MAIN OFFICE
JACK MURPHY STADIUM BANK ,OF 'AMERICA N.T. & S.A. I�
-' 11 O EAST. WEBER STREET - ` �� C O F
r 9449 FRIARS ROAD STOckTON cw as2oz V
SAN DIEGO, CALIFORNIA92108 '
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(619) 283-3964 s: ' - 11-3511210
DATE ` CHECK NUMBER _ ` AMOUNT ;
4602
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Y I TO THE
CITY 0 LA"QUINT
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