4248E
NOTE:
With proper validation
this,,form constitutes an
encroachment permit. `
n
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 III
DATE: 9/30/04 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Legacy Villas at intersection of Coachella and Eitsenhor,7cr
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Install Storm Orate Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION
Install complete storm drain system
DIMENSIONSeelNtatTtac dl contract OVAL
SIZE OF EXCAVATION, IF NEEDED
J
APPROXIMATE TIME0W4H0 WORK WILL BEGIN OCT f ���� U
APPROXIMATE TIME OF COMPLETION 11/1 04 CITY OPLL,QUINTA
ESTIMATED CONSTRUCTION COST $ 579,549.00 FINANCE DEPT.
(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 a&.--licable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work
ti � -4 i,n
-A P x> s�
Jason Vance of C—rj-P2:n,& HO cs 41--865,,B6aardwl
or Agent
Ste 101 (760) 862--1030
Name of Applicant (please print) Business Address Telephone No.
'Jones Brothers Construction Co. PO BON 905 Coachella, CA 92236 (iID 347-22QI
Name of Contractor and Job Foreman Business Address `Telephone No.
172092 153
Contractor's License No. City Business License No.
Cornerstone Surety and Insurance 72RGP1406800
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class I I I
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 11,590.00
100.00
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
Received by
1,000.00
12, 690.00
Date
PERMIT VALIDATION
PERMIT NO. H Z-`-1
DATE APPROVED
EXPIRATION DATE i —it "IDS
DATE ISSUED
Administrative Authority
Recorded by 11 Telephone: (760) 777-7075
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 4248
The following shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's 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. .
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying "construction equipment shall not be permitted to operate on any paved
surface unless fitted with smoother -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 operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage 'structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or
cut.existing drainage structures, City. .of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains
shall be kept free of debris at all times for proper drainage:
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All
paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line
and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker
shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill.
DE -WATER OPERTATIONS: 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:
® R1 NOTIFICATION: Perrnittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations 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.
® R3 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 ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an
"R" value of not less than (" N/A *') and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch ('/V) to one foot (1').
❑ R6 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 (*' N/A **) 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 two and a half inches (2 ''/i') of A.C. paving on (*' N/A **) of class ('* N/A *' )
aggregate base.
®'R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.'
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
Citv of La Quinta 1'
® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
® 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 included shall be completely tied out so they may be readily and correctly,
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 clearance.
® R13 PAVEMENT CUTTING: Pavement will be mechanically saw 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 or 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 one -thousand feet (1000') 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 and adequately consolidated backfill. Ant 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.
❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (6) 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 not be less than ninety percent (90%) 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 jet ting;is used,.the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test'on each road. One (1) copy of each test shall be forwarded tot 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.
® R19 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 Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or 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 ( `* N/A *` ) inches of A.0 surfacing placed on
a (** N/A "") inch (`* N/A `* ) aggregate base shall be placed no later than (** N/A **) days after completion of temporary
road repair.
❑ R22 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.
❑ R23 STREET RESTRIPING: Where street striping is still visible on street 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 permitte 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 it becomes
necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') 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 ninety- percent (90%) or
equivalent tot 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.
PERMIT NO.4248
Legacy Villas / On -site Storm Drain / Tract No. 31379
In addition to the standard permit conditions, the:following shall apply:
1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the. Standard Specifications For Public
Works Construction (SSPWC) and -as directed by and to the satisfaction of the City Engineer.
2. Centex Homes (Jason Vance), hereinafter referred to as "Permittee", shall be responsible for providing
continuous dust and erosion control.
3. This permit or copy of it shall be on the work site for inspection during the actual work performed.
.4. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an
archaeological observer for the site excavations withinnative undisturbed soils. A copy of the contract
must be submitted. to the Public Works Department and attention this to Anthony Colarossi, Assistant
Engineer I. If the archaeologist determines the site note to be required to be observed, please submit a
letter signed by the archaeologist stating their determination.
5. Streets'shall be kept.clean. They shall be completely cleaned at the end of each working day and more
frequently; if required.
6. Pursuant to Section 6.08.050:of the La Quinta Municipal Code. (Ordinance 18 § 1,1982), throughout the
work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of
equipment within one-half mile of human occupancy shall be performed only during the following time
periods:
October Ist.to April 30: Monday -Friday. 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (ie any. 4 lane street) before 8:00 a.m..
7. Workwithin 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. _ 3
p.m., Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact
the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at
the intersection is to be altered in any way.
8: Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
Permittee shall assume responsibility -for repair of any pavement damage to any public or private street
and for any damage to other City streets or facilities as a result of work performed°under this permit.
Special Conditions Page 1 of 5
PERMIT NO. 4248 .
LegacyVillas / On -site Storm Drain / Tract No. 31379
9. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
advance warning signs and traffic control shall be installed and maintained in accordance with Cal
Trans Standards or the. Work Area Traffic Control Handbook (WATCH Manual). A traffic control
plan shall be prepared in accordance with the WATCH Manual and submitted to the City for
review and approval one (1) week prior to starting any construction. It shall be the Permittee's
responsibility to appropriately detour and barricade all construction sites.
Pursuant to Section 14.16.290,0'f the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street
closures shall not be permitted. A minimum of two (2) travel.lanes of paved surface shall be
maintained at all times.
10. Prior to excavating, if required, the Permittee shall contact Underground' Service Alert at 1-800-422-
4133: It shall be the Permittee's responsibility to notify the Public Works Department of anticipated
excavation which impact City facilities, including but not limited to traffic signal conduits and loops,
irrigation lines, electrical conduits, and storm drain facilities.
11. 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.
12. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within street rights-of=way shall conform to Section 306-1.3 of the latest edition of
the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified
herein.
Native material may be used as backfill material provided that minimum compaction, achieved in the
manner prescribed.herein, is achieved. Backfill shall be performed by mechanical means; no water
densified compaction via j etting or flooding or other means shall be allowed. It shall be the Permittee's
responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all
times during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such
material shall'be removed to the limits directed by the Geotechnical Inspector and/or the City
Inspector and the resulting excavation backfilled with pipe bedding material.
13 Backfill materials shall be brought' 'to`. or maintained at appropriate moisture content for
compaction. • The appropriate moisture content range. shall be established at the onset of the
project and ensured prior to use of the materials through progress testing on the stockpiles.
C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be tested at random depths at approximate' three-foot vertical intervals as
Special Conditions
1
Page 2 of 5
PERMIT NO.4248
Legacy Villas / On -site Storm Drain /.Tract No..31379
backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth
of lift that can be compacted.
D. If lifts greater than one foot are attempted in this trial length of trench; compaction tests shall be
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project.
E. In subsequent lengths, of trench, the frequency of compaction tests shall equal one per each lift of
backfill; per 300 linear feet of open trench, at. randomly selected locations within the open length
of trench.
F. The depth of the randomly selected compaction tests shall also be randomly selected except that
where multiple tests.are required in a given length of trench, the -tests shall be no closer than three
feet (vertically) from each other.
G. If. any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test
results shall.be furnished to the City Inspector.
13. All excavations within, City of La Quinta right-of-way shall be backfilled, and temporarily paved if
within the existing travel way, at the end of every'workday as directed by and to.the satisfaction of the
City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that.
which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight,
however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in,length,
open overnight at a point where construction will begin the next day, provided that this length of trench
is completely covered by steel plating.
14. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
15. Access and egress to all local properties shall be maintained at all times.
16.: Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later thanseven (7) days after the completion
of the work. Permanent pavement replacement shall conform to the following conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight.and clean.
Special Conditions Page 3 of 5
PERMIT NO.4248
Legacy Villas/ On -site Storm Drain / Tract No. 31379
-B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than
existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed
miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard
Specifications for Public Works Construction. The replaced pavement and base material shall be
compacted.to 95% relative compaction and respectively tested, for each 3001inear feet of trench.
Verify exact structural replacement section thicknesses with the City. prior to installation.
C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium
asphalt concrete as the base course lift and a City approved %" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
V D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the .
trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10
feet with buttjoint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete iri the trench area shall be overlaid with a City approved C2-AR-4000
asphalt concrete mix. The -width of the cold milling area shall be as follows:
•. For ,longitudinal trenches located in a parking lane: three (3) feet outside the sawcut
removal lines.
• For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to the lane line striping, whichever is greater.
• For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of/4" max medium asphalt concrete shall be installed from saw -cut edge to
saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left
0.10' low in anticipation of grinding and capping.
F. Any existing lane striping.or any existing detour lane striping affected by this resurfacing shall be
replaced in, kind by the Permittee, as directed by and to the satisfaction of the City Engineer.
Affected traffic signal loops shall be removed and replaced in kind. The finished pavement
surface shall be°smooth, consistent, and shall conform to the surrounding grades.
17. Permittee shall permanently stabilize any and all soil that was disturbed as.a result of work performed
under this permit with an approved dust control treatment. Soil stabilization shall be done immediately
after completing the operation.
18. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § .l (part),1982) the City
"has designated certain city streets as�Truck Routes. The weight limit for restricted streets (i.e., streets
not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a
restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants
permission to use the street to deliver street construction materials and/or equipment. .
Special Conditions Page 4 of 5
' 7 7-71"55--Git� of La rQuinta Pub, Wk 001/001'.
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Date:
Location of Ceristruction: i, r"S&T®
Purpose of Construction: __(�%S�i�c-< 5�•,�,e.� pg,g-,,.,,i
Description of Construction:
Dimension of Installation or Removal:
Approximate Con9mcdon Start Date: /o
Approximate Cotistruction Conapleti Date.
Estimated. Construction Coss~ $. ice, 7
Eafimted Construction Cost shut include the rowel of all obs ' doai
plait MMM10nt resufting Antl or Mincing hnprovamats
Contact Name:
Name of Applietmt-
Applicant Address: dzm
Applicant Telephone Number;_
Name of ContMetor:
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10/01/2004 01)21/2004
LOCKTON COMPANIES OF DALLAS, INC, THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
717 N. HARWOOD, L8427 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
DALLAS TX 75201 HOLDER. THIS CERTIFICATE DOES NOT AMI»ND, EXTEND OR
214-969-6700Loy
1022311 Centex Destination Properties
Attn: Jayne Carilo
41-865 Boardwalk, Suite 101
Palm Desert CA 92211
INSURERS AFFORDING COVERAa$
-HE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY OER10D INDICATED. NOTWITHSTANDING
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POLICIES, A CiREGAT LIMITS HOWN MAY HAVE EEN A DUCED BY PAID CLAIMS.
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FLOISEASE-POUCYLIMIT a
:IPTION oPbPERATfOMLOCAT10NMEHICLEa/E "USIONe AODSO PY ENDORaEMENTISPEC AL PROVSIONB
. Pacific Division, Palm De= Remote Office Looaiion (41-665.Cook Shea, Suite 101 palm
sties ere included as additional in-rWS ad m8pWU General Liability,, Dcmzr CA 92211). Cook Street, LLC and Sandstone
lc.Vvwe ADD
04.4812
Cook Street, L.LC and
Sandstone Properties, Inc.
Attn: Jessica Moss
1543 7th Street, Suits 202
Santa Monica CA 90401
1 2$-$ (7/97) 1 Or W �attena k.audtny M8 wtlltaeI% 0"W V0 Aumbw Ikhnd In 0. p.
SHOULD ANY OF THE ABOVE DESCRDED POUCIEV BE CANCELLED EEI.ORE THE EfrPtRAT10N
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAL 9U DAYS WRITTEN
NOTICE TO THE CERTIFICATE NOLDkR NAME¢ TO THE LEFT, BUT FAILURE TO DO EO SMALL'
IMPOSE NO 08LIaATION OR LIABILrrY OP ANY KIND UPON TKe INSURER, tTe AGENTS OR
REPRESENTATIVES.
AUTHOR® REPRESENTATIVE
' 51'"tn•dlKdORPOR
eee. orNnoM�t o AG`OCiC CATION 1988
STATE OF C-ALIFORNIA
pre
221
Oar
Pursuant to Chapter 9 of Division 3 of the Business and Prafessions• Code f
and the Rules and Regulations of the Contractors State Licease 11624 '
the Registrar of Contractors does hereby issue this license to:
:. CENTEX HOMZs. -
to engage in the business or act in the. capacity of a contractnlr
in the, followirTg,dassification{sj;;
A - GURMAL p.NGCONTRACTOR
• .
. 8 - GENERAL BUNG CON'TR CfOK . .
ING CONTAACTOg
r Witness my hand and seal this day,
October 19, ZOn,
s+GMATURE of ucros Issued October 14, 2003 ,
*S(RE 61�tarNq IFIER
' 1<
M-201R(V 74"1 f='] aspol SS448
Stephen P. Sands
Registrar of Contractors
rlilt I1 EnIB is Ow PoPaq of the R%ftar of Csrtruior;, g 9�3
Is coal bansfen'a'blei and shall be rewned to the Regl drat
Upon demand when suspdsdA wolf, or invalidaWd
torany ma=L b brtomes void if not rowm • Licelltt NttIDber
.IN
r ,
�:0/ril/2004 FRLr=:;,36„1F::_76'0,...77.7109•La}quinta, �:..
t: 90Q1%002
Cleanse Detail
. i page 1 of 2
License uetail CALIFORNIA G0NTRAC%Q&jP7A7
Contractor License # 825943
DISCLAIMER
A license status oheck provides information taken from the .CSLB license data base, Before
on. this information, you should be aware of the following limitations:
• C$LB complaint disclosure Is restricted by law (B&P 7124.6). If this entity is subject U
complaint disclosure, a link for complaiint disclosure will appear below. Click on the tin
button to obtain complaint and/or legal action information.
• Per 13.&P, 7071.1.7, only construction related civil judgments known to the CSLB are di:
• Arbitrations are not listed unless the contractor falls to comply with the terms of the
arbitration.
• Due to workload, there may be relevant information that has not yet been entered ont
Board's license data base,
Extract Date: 12/17/2003
x * * Business information * * *
CENTEX HOMES
1855 GATEWAY BL.VD f#550
CONCORD. CA 94520
Business Phone Number: (926) 288-2610
Entity: Partnership
Issue Date: 10/14/2003 Expire Date: 10/31/2005
* * * License Status
This license is current and active. All information below should be reviewed.
* * * Classlflcations * * *
Class Description
A NJRAL ENGINEERING C RA
B GENE..ML BUILDING CONTRACJPB
Bonding Information
eDNTRACTOR's BOND: This license filed Contractor's Bond number 81955497 in the on
. $7,aoo with the bonding company
http://u►ww2.c ),b.ca.gov/CSLB LIBRARY/Urcnset (ct iI:asp 22/17/2003
:.
it .Gp.,..>.
`. BUSINESS LICENSE CERTIFICATE NCNTRAN5F5RABI.1
CITY'OF Lk QUINTA I r
The' Lbsn':mo nameo htueiri hovfrtp paid-lo the Cary of Le QWMoi all Icaa requlrbo, 11mamo le hamby gmnted aald Lioona" to tnursset No
business MMilm .el f00, for Did period elnled, In coMfonnlly volm She ProvWara of Wnenoe'No. 2 of thin city. This Lhwm Is Inued
' • v+l�cul ver4Aatdion fhpt.shm 1Mefiae. B auhJaoi 40 a a�amDt fTvm ACOl191hg by the 3iato of Crblih+miR. NUMBER
901 N.• GREEDY 1v7j..LZY PR9►�9C, STE;eZ () c!5761
`Bvsnuess f:icl:NsE,ro- , � `•� 7YPf!<' ' I9st1ED EiCPtRBS
CEXTEX ECN7519
PL.IFEASE POST IN A
y ' ` CONSWICUOUS PLACE
.:4t , NMLLEk Fwr, ram''. IC)
CONTROL NO.17
:;� '2 Busltaess �ldtlress 40I N " 1411kI f rv� %S�_• �% r .��cr, 11Yi �9D�T,�
- SCHEDULE C
Applications for payment must reflect the appropriate coat code for Items billed.'
Storm Drain — Cost Code 72231
72" RCP dm 2000 ,I7f 266.28
SI8y05.88
60" RCP D - 2000 %338If. 169.51
$91,196.38
5411RCP dm-2000 a 345If 142.37.
$49,117.65 '
' - 48"RCP d=2000 ; d921f 124.4
$21,884.80
36" RCP d- 2000 'Z $891f 94.8
$75,387 20
24" RCP d - 2000 13231E .; 49.7
$75,693.10
18" RCP D — 2000 300If 38.73
$11,619.00
Catch Basins Various Sizes tea 5292
$110,424.00
' Headwallsa 19037
Manholes variouisizea
$38,074,00
12es 4495
An sad out structure 20812
$58,335,00
IP"/" .
$20,812.00
Total
$579,549.01 .
Phan: I Sower— Cost Code 72211 -
12" VCP 4151E -78.46
$32,560,90 '
4" Laterals with olesnout and oast iron covers 104 ea 757 '
$78,728.00
48"•Manholes 26ea' 2140
$55,640.00
Main Linechlsnouts Sea 433
$1,299.00
8" VCP 37271f 28.89
$107,673.03
Structural,Bneasement. 1001f 97.1
$9,710.00
' Install trope on manholes - -
2 ea 1749
$3,498.60 u
Total -
$289,308.93
Phase II Sewer — Cost Code 72211
8" VIC 5189If $20191
$108,501.99
4" Lateral with clean outs and cast iron covers 166 as $757.00
$125,662.00
48" manholes 48as $2,057.00
$98,736.00
Maio Liao cleaaoute 4 ea $468.75'
$1,875.00
Sttucturlaeneasment 1801f $97.10
$17,478.00
Install drops in Manholes 2 ea $1,557.00
$3,114.00
Total
$355,366.99
Phase I Waits Water - Coat Code 72221,
18" DIP (no restrained joint$) 11591f $56.81
'
$65,842.79
18" Butterfly Valves. 2 as $3,400.00
$6,800.00
Pressure Test' includod
Chlorinate lmduded
Flush included
. Bacteria Test included
Set Meter boxes . included
. Raise Valves to dirt grade in '
Total
572,642 79
Page 25 i
S I. . E N G I N E E R S' I 'S U R V E Y O R S
°i "'*A -OST ESTIMATE FOR BOND PURPOSES Prepared: September 09 2004
Tract No. 31379 '
Legacy Villas at La Quanta
On -Site Storm Drain Improvements
ITEM .
QUANTITY
UNIT
UNIT. PRICE
COST
CONSTRUCT CURB INLET CATCH BASIN PER COUNTY OF
RIVERSIDE STD. DWG. NO. 300.
,. CONSTRUCT CUTTER DEPRESSION FOR CURB OPENING -
;!K
EA
$
3,000.00
$
66,000
CATCH BASIN PER CITY OF LA QUINTA STD. DWG. NO. 330.
CASE C.
CONSTRUCT MANHOLE NO. 1 PER.RIV. CO. FLD. CNTRL.
23
EA
$
2,500.00
$
57,500
STD'. DWG. MH251.
CONSTRUCT MANHOLE NO. 2 PER RIV. CO. FLD. CNTRL.
\y6'
EA
$
4,5001.00
$
27,000
STD. DWG. MH252.
/
CONSTRUCT HEADWALL WING -TYPE PER CALTRANS STD.
'6
EA
$
. 4,500.00
$
27,000
DWG. NO. D86B
CONSTRUCT INLET/OUTLET"STRUCTURE PER CITY OF LA
V2'
EA
$
20,000.00
$
40,000
QUINTA STD. DWG. NO.320
CONSTRUCT 18" RCP STORM DRAIN.
EA
$
• 22,000.00
"
$
22,000
CONSTRUCT 24" RCP STORM DRAIN.
300"
LF'
$
40.00
$
12,000
CONSTRUCT 36" RCP STORM DRAIN,
1,520-
LF
$
50.00
$
76,000
CONSTRUCT 42" RCP STORM DRAIN.
408-�'
LF
$
85.00
$
34,680
CONSTRUCT 48" RCP STORM DRAIN.
484 - .
LF
$
107.00
$
51,788
CONSTRUCT 54" RCP STORM DRAIN.
220-
LF
$
125.00
$
27,500
CONSTRUCT 60" RCP STORM DRAIN.
406 406
LF
$
114545.00 .00
$
58,$ 0
CONSTRUCT 72" RCP STORM DRAIN.
LF
$
.
88,8787
CONSTRUCT SAND FILTERS PER CITY OF LA QUINTA STD.
31
LF
$
270.00
$
8,0060
DWG.370.
PLACE 1/4 TON MIN. RIVER ROCK, ONE FOOT DEPTH.
3
EA
$
20.00
$
60
BROWN & TAN COLORED PER LANDSCAPE ARCHITECT'S
DISCRETION
CONSTRUCT JUNCTION STRUCTURE PER RIV. CO. FLD.
35
CY '
$
35.00
$
1,225
CNTRL. STD DWG.JS227.
CONSTRUCT CONC. PIPE SLOPE ANCHOR PER APWA STD.
1
EA
$
21,000.00
$
21,000
PLAN 221-1
2
EA
$
300.00
$
600
Total Estimate
10% Contingency
Total Estimated Bond Amount
UNIT PRICES USED HEREIN ARE BASED UPON EITHER CLIENT
PROVIDED INFORMATION OR FROM BEST AVAILABLE INDUSTRY
DATA AT THE TIME OF PREPARATION. CONSULTANT ASSUMES
NO RESPONIBILITY FOR THE EXACTNESS OF SUCH PRICES IN EITHER
EVENT. "
PREPARED UN ER THE SUPERVISION OF:
ANL Y C. MORSE, .C.E. 2059 A E
EXP. DATE 9/30/05
$ 619,653
$ 61,965
$ 681,618
SS/ON
C.
q` 7`f3 5'9(
F
No. 20596 r
Exp. 9-30-05
CIVIL
OF rAUFO�
PLAN CHECK NUMBER
PCN OY011
Please use this Plan Check Number (PCN)
on all correspondence while plans
are in plan check
Stanley C. Morse 76 900 Avenue;47 .rVOICE: '760=771.4013 G:\58100\CEST\SD_BOND ESTITR31379.x1s
Gary.W Dokich Sulte 208 FAX: 760=771.4073 9/9/2004
J R Skip Schultz la Ouinta YA 92253 EMAIL: mdslaQuint6®mdsiansulling net
. I
i
Permit Fees:.
Project Name:
_ Centex
1.26
Plan Type/Plan Set Number: Storm Drain
Total Fees
`
Inspection Fees
`
1 rst Mill
.10.00.
$0.00
2nd Mill
$579,549.01;
$11,590.00 1816000 ♦ .
3rd Mill
$0.00 "
$0.00.
Sum
$579;549.01:
$11,590.00
Permit Fee
$100.0.0
Deposits
As-Builf
1 plan '
$1,000.00 y $0.00 .
PM-10
0 acres
$0.00.
$0.00
Credits
Plan Chek
,0 pages
$0.00 y
$/PAGE =. 750,
Total Due:
$129690.00
BROS. CONvSTRUCTIOW'COY
.? ,"� " : ' •'` .GRADING, PAVING. UNDERGROUND AND EQUIPMENT.RENTAL3
• w-M AVENUE 82 • P. o: BOX os • GOACHt9_UL CA 62zm
TELEPHONE (79p) 947-ZI91
LIC. NO.172092
PROPOSAL NO. 1044
CONTRACT NO.
' PROPOSAL SUBWnWD TO;
DATE
, PHONE FAX
"882-1030 ' 862-1040
MAY 5, 2004
- NAME .
PROJECT
i
CENTER DESTINATION PROPERTIES
STORM DRAIN
ADDRESS:,
LOCATION'
LA QUINTA ..
CITY AND STATE:
ARCHITECTIENGINEER- DATE OF PLANS
MDS
4/5f2004
,
ATTENTION:
PROJECT PLANS NO. AND TTItE -
. JASON VANGE
TRACT S 31379 '
we hecetry Propose to fumtalr the r4c=sM equipment labor and materials required to paform the folbv&g worics:
`
ITEM # DESCRIPTION
QUANTITY UNIT PRICE.
TOTAL
1.) 72''RCP D = 2000
71 LF $ 266.28 .' •
$
18,905.88
2.) 80" RCP D = 2000
638 LF , S 168.51
S
91,196.38
3.) - 64" RCP D 2000
345 LF $ -142-37
$
49,117.65
4-) 48" RCP D = 2000
102_ LF $ 124AO
$
23,884.80 .
5.) 36" RCP D 2000
889 LF $ 84.80
$
75,30720
6.) 24" RCP D - 2000
1523 LF $ 49,70
$
75,693.10 +
7.) 18- RCP D = 2000
300 L! $ 38.73
$
11,619.00
8.) CATCH BASINS VARIOUS SIZES
22 EA ' $ 5,292.00
$
116,42UO r
9-) HEADWALLS
2,EA $ 19,037.00'
$
38,074.00
10.) MANHOLES VARIOUS SIZES
~ 13 EA $ 4A%.00
$
58,435.00
11.) IN AND OUT STRUCTURE
1 EA' S. 20,812,00'
$
20,817-00
TOTAL
7
RAISINGS NOT INCLUDED
'SAND FILTERS NOT INCLUDED
ALL' PRICES BASED ON UNAPPROVED PLANS, PRICES MAY CHANGE UPON APPROVED PLANS
NO PERMANENT PAVING, NO PERMITS, NO LANDSCAPING, NO CURB OR GUTTER. '
SEE ATTACHED STIPULATIONS.
JONES BROS. TO BE INDEMNIFIED FOR FINES AND/OR TICKETS FOR DUST CONTROL AFTER COMPACTION
COMPLtW1N SEGMENT WHERE WORKING
Buyer and Scller agree that the genera] hams and condldons attached hcmf are part'of this agreemgnt are thoroughly wrderatood.
Notice: Additional Terms and Conditions areAttached.. Reed before Signing — Buyerto sign both sides.
ACCEPTED FOR BUYER
By. , .• Submitted By
i We Date -r,
Approved By
... . ....... ......... .. .. ........ ...... ....
Centex DM tilzatioh
-propert&e.
mom=
PAX COVER SHEET # of pages Inctudina cover:V
Th., AnthonVCola"WsI 3ason Vance
CM.- City of La Quinta Phone: 760/862-1030
I= 777-7155 Fmc 760/862-1040
Re: LmgmVVft9prcded Ernall: Jdvance0cenbexhornesmorn
Dnte... 9/30/04
Urgent: JZ For your review: Please reply.- ❑ Please recycle:
Message:
Anthony,
Attached Is the permit application with all ne6assltles. Please call Me If you
have any questions.