2337-_=NOTE:
With prdper validation
this forts, 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
DATE
4-7.95
LOCATION OF CONSTRUCTION Tract 23935-5 Topaz
Subdivision Improvement Permit - Class I II
Minor Improvement Permit Class IV
Dune Palms & Miles
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Install Storm Drain Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION Install RCP, Catch Basing
Rip -Rap, Junction Structure, Temp Basin Etc.
See attached conditions
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 4`15-95
APPROXIMATE TIME OF COMPLETION 4-30-95
ESTIMATED CONSTRUCTION COST $
(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.
I Comply with all applicable City Ordinances, the terms and conditions of the permit and all applic ble rules and regulations of t City of
La Quinta and to pay for any additional replacement necessary as the result of this ork.
w ,
.4
Signature of Applicant or Agent
Century'Homes 1535 South "D" Street San Bernardino, CA 92412 (909) 381-6007
Name of Applicant (please print) Business Address Telephone No.
Gouin Excavating 12755 Cardinal Ct. Victorviile, CA 92392 (619),956-7064
Name of Contractor and Job Foreman Business Address Telephone No.
691011
Contractor's License No.
2170
City Business License No.
Golden Eagle Ins. CCP 293967-00
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:
1438.95
10.00
$ 1448.95
Receipt No.
Received by Date
APR 12 1995
23%1
PERMIT VALIDATION'--'
PERMIT NO. 2337
DATE APPROVED 4-7-95
EXPIRATION DATE 6-15-95
DATE ISSUED '-13-95
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. Z�mq
GENERAL PROVISIONS
The following shall always apply:
ENROACHMENT 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 is the responsibility of the permittee for his contractors to
secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on
any paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to
protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas. If the existing
pavement is scarred, spalled, or broken during the term of this contract, or if the pavement is marred, City of La Quinta shall request
that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C..
surfacing plus appropriate seal cost 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 hours in advance of any traffic detours or delineations. as :irtwam
-CARE OF DRAINAGE STRUCTURES:-• Any drainage structure including corrugated metal pipe, concrete pipe, steel:culvert AM—
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 Quints. shall be notified prior to commencement of this work.
Drainage structures and open drains shall be kept free of debris at all times for proper drainage. - -
RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right
of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction.
Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed
prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used
immediately after backfill.
DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall
be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited
access for the adjoining property owners and emergency vehicles. In the event it 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 following shall apply when indicated:
NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 49 hours in advance of starting construction.
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.
1Ri)
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.
R4 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 La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
v 1/4 inch to one foot (P).
® GRADE CHECKING:' City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
R7 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.
R8 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.
SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times.
R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the
manufacturer's. specifications.
Rll 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 of City of La Quinta projects.
R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when involved shall be completely tied out so they may readily 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 or replacement of all survey monuments for proper project clearance.
R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight 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 traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet of 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.
R15 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 (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. - - -- - - - — - — -- - - ----'-=-rc
R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be'placed in lifts of not greater than
three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case,
a relative compaction of 95 percent shall be attained with the structural section of the roadway.
R17 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 supply shall be continuous.
18 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000
feet and a minimum of one (1) test on each road. One (1) copy of each 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.
tl 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.
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 temc.:rary paving shall be placed after a
maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no case shall the
placement of the temporary pavement exceed a five (5) day limit.
R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC -800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a
inch class base shall be placed no later than days after completion of temporary road repair.
(R22 J 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.
STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon
completion of permanent repairs.
R24 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 in sections which can be handled safely without interference or hazard to highway traffic. The
-- entire width of the tree stump shall be removed and disposed of so that no debris remains in view of the highway. The stump
hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where is 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.
SPECIAL CONDITIONS --PERMIT NO. 2337
--- CENTURY HOMES COMMUNITIES --
In addition to the standard permit conditions, the following shall apply:
1. All work shall be performed in accordance with the latest edition of the Standard Specifications
For Public Works Construction.
2. Permittee shall be responsible for providing continuous dust and erosion control.
3: Streets shall be kept clean. They shall be completely cleaned at the end of each working day
and more frequently if required.
4. 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 5:30p.m.
Saturday 8:00 a.m. to 5:00p. m.
May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00p. m.
Saturday 8:00 a.m. to 5:00p. m.
Work shall be prohibited on legal holidays including Sundays.
5. Permittee shall assume responsibility for repair of any pavement breakdown at the haul road
access to any public or private street and for any damage to other City streets or facilities.
6. Advance warning signs and traffic control shall be installed and maintained in accordance with
Cal Trans Standards. It shall be the permittee's responsibility to detour and barricade this site.
7. Street closures shall not be permitted. A minimum of one travel lane on paved surface shall be
maintained with flagmen at all times.
8. Prior to excavating, the permittee shall contact Underground Service Alert at 1(800) 422-4133.
9. Should additional work, materials, or modifications of the work be required in order to meet city
standards, safety requirements, signage requirements, or to fit actual field conditions, the work
shall be performed by the permittee as directed by and to the satisfaction of the City Engineer
at no cost to the City of La Quinta.
10. All work shall be coordinated with the City, the City's contractor and/or others working within
the area as directed by and to the satisfaction of the City Engineer.
Special Conditions - Permit No. 2337 Page l of 2
SPECIAL CONDITIONS --PERMIT NO. 2337
continued
11. All backfill and subgrade soil shall be compacted to 90% relative dry density, all backfill soil,
within the top 2' of finish pavement surface shall be compacted to 95% relative dry density, all
base material shall be compacted to 95% relative dry density.
12. Work authorized by this permit shall be as shown on the plan labeled "STORM DRAIN PLAN
AND PROFILE TRACT 25363 & TRACT 23935 DESERT STREAM DRIVE LINE A & B".
13. All excavations at or near the travel way shall be backfilled .and paved if necessary at the end
of each work day for the protection of the traveling public.
Special Conditions - Permit No. 2337 Page 2 of 2
NOTEi�
With proper validation
this form constitutes an
encroachment permit
CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
r ' FOr the construction Ofi
Public or private curbs, driveways, pavements, sidewalks, parking lots, st:iiwrs, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVEO SUBDIVISIONS
DATE:
LOCATION OF CONStRUCT10N
(Street addtoy► Description of Lamianl
PURPOSE OF CONSTRUCTION
_LhAn Rt3x/TEM IVA ITS
S
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEG
APPROXIMATE TIME OF COMPLETION S
ESTIMATED CONSTRUCTION COST S
(Including removal of 311 obstruction, materials, and debris, backfilling, ern.
Pachon and .placing permanent resurfacing and/or replacing improvement
s 1
Subdivision Improvement Permit — Class III
Minor Improvement ermit Cass IV
44
Sketch (attach construction plans if approprlialu)
C',
CITY OF LA QUINTA
MAR 3 11995
PUBLIC WORKS
In consideration of the granting of this permit, the applicant hereby agrees to:
Indennety, dsfend and taw in• City, ,ts authorized agams. officers. representetivas and tzmplovoas, harmieo from and
Penalties. liabilities or loss resulting from clams or court scoop and arisi "atnrt any and MI
hsppan,ng or occurring p a proiimaq result of a ng out of any atx,dant, loo or darnage to persons or prop�y
rh► wort undertaken under the oertmt granted pursuant to this application.
Nosily, the Admin,nratne Authority at least twenty-four 1241 hours ,n advance of the
COMWY vv,th all applicable City Ordinances, the terms and conditif
V ui
e Oa r
necasory as the rthOuinta and to pay for any additbnal replacement ons othis vi
Name of Applicant (please print
.-Cf - I N
Nanterof Contractor and Job Foreman
1p X110'/ �
Contractors License No.
of
work will be started,
rules and regulations of the ChV at
(qsR)
4'o, C� q � z 319/,&06-7
Business Address Telephone No.
01A/14-C k1AC17,4-2d/1.t
Business Address
Telephone No.
a/70
City Business License No.
Applicant's Insurance Company C71- 7-3 74, 7 00
Policy Number
FEES: subdivision Improvement Permit —Class I11
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee
?ermlt Fee
Penalty
Cash Oeposit-Surety Bond
!f required
TOTAL:
Receipt No. .
a
---------------
Received by Date
PERMIT VALIDATION
PERMIT NO.
DATE APPROVED
EXPIRATION DATE
DATE ISSUED
By
r
recorded by
Adminlstravve Authority
TELEPHONE: (619) 564-2246
ACCT
DESCRIPTION
UNIT PRICE UNIT
QTY-TR1
TRI TOTAL QTY-TR2
TR2 TOTAL QTY-TR3
TR3 TOTAL QTY-TR4
rr�v� o
QNTY TOTAL GRAND TOTAL
VI
DRAINAGE
151010
TEMP RETENTION BASIN
1200.00 EA
16E7,'
0
0
0
0
0
16
19200
151010
. . W
40.00
198
0
0
0
0
0
198
7920
151010
PCC DITCH
0
0
0
0
0
0
0
151010
0
0
0
0
0
0
0
151010
R.C. P.
0
0
0
0
0
0
0
151010
0
0
0
0
0
0
0
151010
C.I.P. PIPE
00
0
0
0
0
0
151010
0
0
0
0
0
0
0
151010
FLAT DRAIN OUTLET STRUCT.
0
0
0
0
0
0
0
151010
7500.00
2
0
0
0
0
0
2
15000
151010
CATCH BASIN W/LOCAL DEP.W/
0
0
0
0
0
0
0
151010
/
0
0
0
0
0
0
0
151010
D.B. DEMO
0
0
0
0
0
0
0
151010
DETENTION BASIN
0
0
0
0
0
0
0
0
151010
151010
JUNCTION STRUCTURE
1000.00 EA
1
1,000 1.
0
0
0
0
0
0
0
0
0
0
1
0
1000
0
151010
151010
MANHOLE CLEANOUT
.42'
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
151010
151010
CHANNEL ENTRY STRUCTURE
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
151010
151010
CHANNEL EXCAVATION
0
0
0
0
0
ol
0
0
0
ol
0
0
0
0
0
0
151010
151010
TRANSITION STRUCTURE
0
0
0
0
01
0
0
0
0
0
0
0
0
0
0
0
151010
151010
CHAINLINK FENCE & GATE
TEMIKWEE
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
151010
PIPE BEDDING
0
0
0
0
0
0
0
0
151010
.0
0
0
0
0
0
0
0
151010
ADJUST MANHOLE TO GDE
RA
0
0
0
0
0
0
0
DRAINAGE TOTAL
COST PER UNIT
CUMM ULAVV E .TOTAL
43,120
0
0
43120
1391
9QAQR I
e
�tanbarb Aorm iuhrontrart
OL 131094
THIS AGREEMENT, made and entered into at SAN BERNARD I NO . CALIFORNIA thi7 t13— day of
ARri 1 1995 by and betwEE SECTION PARAGRAPH FOR LEGAL NAME)
hereinafter called CONTRACTOR, with principal offical a35 S. "D" ST. SAN BERNARDI NO , CA , and
GOU I N EXCAVATING & BACKHOE 619 956-7064 hereinafter called SUBCONTRACTOR.
12755 CARDINAL COURT VICTORVILLJ E C I �?A N
On or about the -7±11— day of Ap r i 1 , 199 `—, CONTRACTOR entered into a prime contract with
TOPAZ ASSOCIATES, L.P.. A CA, L.P. BY CENTURY HOMES COMMUNITIES A CA CORP
hereinafter called OWNER, whose address is1535S. D Street San Bernardino, CA 92408
to perform the following construction work:
TR.23935 STORM DRAIN
The Classics @ Topaz-In/Off Tr
LA QUINTA, CA
Said work is to be performed in accordance with the prime contract and the plans and specifications. Said plans and specifications have
been prepared by or on behalf of BRIAN ESGATE , ARCHITECT.
SECTION 1 — ENTIRE CONTRACT
SUBCONTRACTOR certifies and agrees that he is fully familiar with all of the terms, conditions and obligations of the Contract
Documents, as hereinafter defined, the location of the job site, and the conditions under which the work is to be performed, and that
he enters into this Agreement based upon his investigation of all of such matters and is in no way relying upon any opinions or repre-
sentations of CONTRACTOR. It is agreed that this Agreement represents the entire agreement. It is further agreed that the Contract
Documents are incorporated in this Agreement by this reference, with the same force and effect as if the same were set forth at length
herein, and that SUBCONTRACTOR and his subcontractors will be and are bound by any and all of said Contract Documents inso-
far as they relate in any part or in any way, directly or indirectly to the work covered by this Agreement. SUBCONTRACTOR agrees
to be bound to CONTRACTOR in the same manner and to the same extent as CONTRACTOR is bound to OWNER under the
Contract Documents, to the extent of the work provided for in this Agreement, and that where, in the Contract Documents reference
is made to CONTRACTOR and the work or specification therein pertains to SUBCONTRACTOR'S trade, craft, or type of work then
such work or specification shall be interpreted to apply to SUBCONTRACTOR instead of CONTRACTOR. The phrase "Contract
Documents" is defined to mean and include:
All labor, material and equipment in accordance with officially
approved plans, specifications (attached to this contract document),
scope of work in compliance with the city of La Quinta and County Of
Riverside, The Uniform Building Code, Applicable Edition, and all
Governing Agencies.
SECTION 2 -- SCOPE
SUBCONTRACTOR agrees to furnish all labor, services, materials, installation, cartage, hoisting, supplies, insurance, equipment,
scaffolding, tools and other facilities of every kind and description requi fg1jV3jrorgpl;,Nq�,e%eRt $fecution of the work de-
scribed herein and to perform the work necessary or incidental to corn 7 Vrcri
POPAZ ASSOCAITES, L.P., A CALIFORNIA LIMITED PARTNERSHIP
BY: CENTURY HOMES COMMUNITIES A CALIFORNIA CORPORATION AS GENERAL PARTNER
for the project in strict accordance with the Contract Documents and as more particularly, though not exclusively, specified in:
SECTION 3 — CONTRACT PRICE
CONTRACTOR agrees to pay SUBCONTRACTOR for the strict performance of his work, the sum of:
FORTY SEVEN THOUSAND, NINE HUNDRED, SIXTY-FIVE AND NO/100****47,965.00.00),
subject to additions and deductions for changes in the work as may be agreed upon, and to make payment in accordance with the
Payment Schedule, Section 4.
SUBCONTRACTOR INITIALS _ DATE
._ .-�------- —Page 1 of 2 ....w. ...... ....
SECTION 4 — PAYMENT SCHEDULE
CONTRACTOR agrees to pay SUBCONTRACTOR in monthly payments of % of labor and materials which have
been placed in position and for which payment has been made by OWNER to CONTRACTOR. The remaining %
shall be retained by CONTRACTOR until he receives final payment from OWNER, but not less than thirty-five days after the entire
work required by the prime contract has been fully completed in conformity with the Contract Documents and has been delivered
and accepted by OWNER, ARCHITECT, and CONTRACTOR. Subject to the provisions of the next sentence, the retained percentage
shall be paid SUBCONTRACTOR promptly after CONTRACTOR receives his final payment from OWNER. SUBCONTRACTOR
agrees to furnish, if and when required by CONTRACTOR, payroll affidavits, receipts, vouchers, releases of claims for labor, material
and subcontractors performing work or furnishing materials under this Agreement, all in form satisfactory to CONTRACTOR, and
it is agreed that no payment hereunder shall be made, except at CONTRACTOR'S option, until and unless such payroll affidavits,
receipts, vouchers or releases, or any or all of them, have been furnished. Any payment made hereunder prior to completion and
acceptance of the work, as referred to above, shall not be construed as evidence of acceptance of any part of SUBCONTRACTOR'S
work.
SECTION 5 — GENERAL SUBCONTRACT PROVISIONS
General Subcontract Provisions on back of Pages 1 and 2 are an integral part of this Agreement.
SECTION 6 — SPECIAL PROVISIONS
SUBCONTRACTOR AGREES TO SUPPLY ALL LABOR, MATERIAL, AND EQUIPMENT
NECESSARY TO COMPLETE THE FOLLOWING STROM DRAIN AS PER PLANS
AND SPECIFICATIONS.
TRACT 23935 & 23563
-------------------
1.
MANHOLE #4 -
1 @
$5230
= $ 5,230.00
2.
CATCH BASIN WIDTH = 12' -
2 @
3800
= 7,600.00
3.
TRAP CHANNEL WITH TRANSITION L=30 (BB)-
1 @
6420
= 6,420.00
4.
PROTECTION BARRIER PER DWG 2-D261.2 -
1 @
1500
= 1,500.00
5.
CATCH BASIN WIDTH =N 12' TO R.C.B. -
1. @
4050
= 4,050.00
6.
33" RCP 1500 D LOAD -
174'
45.00
= 7830.00
7.
42" RCP 1500 D LOAD -
97'
55.00
= 5335.00
8.
R.C.B. 4 FT X 8FT D = 80 L=25 -
1
10,000
= 10,000.00
CATCH
BASINS INCLUDE LOCAL DEPRESSIONS
TOTAL CONTRACT $47,965.00
� Iq
IN WITNESS WHEREOF: The parties hereto have executed this Agreement for themselves, their heirs, executors, successors,
administrators, and assignees on the day and year first above written.
SUBCONTRAACCTTS� DATE _ �yTg �pR DATE
GOUTN EXCAVATING & BACKHOE ��PAZA ASSOCIATES, L.P.,
a California Limited Partnership
y: CENTURY HOMES COMMUNITIES
By a California Corporation, as
Name Title -General Pa" ""7L 'Name Title
❑ Corporation ❑ Partnership ❑ Proprietorship CHARLES CROWELL
(Seal) V.P. OF PURCHASING
Contractor's State License No Contractor's State License No 314773
Federal I.D. No. Federal I.D. No.
Page 2 of 2
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OL 131094
THIS AGREEMENT, made and entered into at SAN BERNARD I NO , CALIFORNIA thi- th_ day of
April 199`—, by and betwEE SECTION PARAGRAPH FOR LEGAL NAME)
hereinafter called CONTRACTOR, with principal officJ-U5 S. "D" ST. SAN BERNARDINO, CA ,and
GOU I N EXCAVATING & BACKHOE 619 956-7064 hereinafter called SUBCONTRACTOR.
12755 CARDINAL COURT VICTORVILLJ ECl-WN
On or about the 7th day of April , 1995—, CONTRACTOR entered into a prime contract with
TOPAZ. ASSOCIATES. L.P.. A CA. L.P. BY CENTURY HOMES COMMUNITIES A CA CORP
hereinafter called OWNER, whose address is 1535 S. D Street San Bernardino, CA 92408
to perform the following construction work:
TR.23935 STORM DRAIN
The Classics @ Topaz–In/Off Tr
LA QUINTA, CA
Said work is to be performed in accordance with the prime contract and the plans and specifications. Said plans and specifications have
been prepared by or on behalf of BRIAN ESGATE , ARCHITECT.
SECTION 1 —ENTIRE CONTRACT
SUBCONTRACTOR certifies and agrees that he is fully familiar with all of the terms, conditions and obligations of the Contract
Documents, as hereinafter defined, the location of the job site, and the conditions under which the work is to be performed, and that
he enters into this Agreement based upon his investigation of all of such matters and is in no way relying upon any opinions or repre-
sentations of CONTRACTOR. It is agreed that this Agreement represents the entire agreement. It is further agreed that the Contract
Documents are incorporated in this Agreement by this reference, with the same force and effect as if the same were set forth at length
herein, and that SUBCONTRACTOR and his subcontractors will be and are bound by any and all of said Contract Documents inso-
far as they relate in any part or in any way, directly or indirectly to the work covered by this Agreement. SUBCONTRACTOR agrees
to be bound to CONTRACTOR in the same manner and to the same extent as CONTRACTOR is bound to OWNER under the
Contract Documents, to the extent of the work provided for in this Agreement, and that where, in the Contract Documents reference
is made to CONTRACTOR and the work or specification therein pertains to SUBCONTRACTOR'S trade, craft, or type of work then
such work or specification shall be interpreted to apply to SUBCONTRACTOR instead of CONTRACTOR. The phrase "Contract
Documents" is defined to mean and include:
All labor, material and equipment in accordance with officially
approved plans, specifications (attached to this contract document),
scope of work in compliance with the city of La Quinta and County Of
Riverside, The Uniform Building Code, Applicable Edition, and all
Governing Agencies.
SECTION 2 SCOPE
SUBCONTRACTOR agrees to furnish all labor, services, materials, installation, cartage, hoisting, supplies, insurance, equipment,
scaffolding, tools and other facilities of every kind and description required fgyg e3�rot e%eRtIVecution of the work de-
scribed herein and to pperform the work necessary or incidental to tomplet 99
TOPAZ ASSOCAITES, L.P., A CALIFORNIA LIMITED PARTNERSHIP
BY: CENTURY HOMES COMMUNITIES A CALIFORNIA CORPORATION AS GENERAL PARTNER
for the project in strict accordance with the Contract Documents and as more particularly, though not exclusively, specified in:
SECTION 3 —CONTRACT PRICE
CONTRACTOR agrees to pay SUBCONTRACTOR for the strictperformance of his work, the sum of:
FORTY SEVEN THOUSAND, NINE HUNDRED, SIXTY–FIVE AND N0/100****47,965.00.00),
subject to additions and deductions for changes in the work as may be agreed upon, and to make payment in accordance with the
Payment Schedule, Section 4.
SUBCONTRACTOR INITIALS DATE
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