7081Finance Revenue Lode t-1
ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
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
Minor Improvement Permit Class IV
DATE:April 3, 2007
LOCATION OF CONSTRUCTION (Street address or Description): TM 35060 Canyon Ridge "The Estates" Washington and Avenue 48,
PURPOSE OF CONSTRUCTION: Mass grading
DESCRIPTION OF CONSTRUCTION: See PSN
DIMENSION OFINSTALLATION OR REMOVAL: 27.33 acres ®�
APPROXIMATE TIME WHEN WORK WILL BEGIN:April 8, 2007 TIME OF COMPLETION:June 8, 2007
ESTIMATED CONSTRUCTION COST: $1,000,958.00 (Including removal.of all obstruction, materials, and 'debris, backfilling,
compaction and placing permanent resurfacing and/or replacing improvements)
COMMENTS:
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 at (760) 777-
7075.
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.
o
Signature of Applicant or Agent
WL Canyon Ridge Associates, LLC - Josh Welty 895 Dove St. #200 (949) 265-2400 (949) 355-9661
Name. of Applicant (please print) Business Address Telephone No.
JLH Realty & Construcion, Inc. 895 Dove St: #200 (949) 265-2400
Name of Contractor and Job Foreman Business Address Telephone No.
687596 102825
'Contractor's License No. , n City Business License No.
Steadfast Insurance Company V HBP 343744302
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit - aL _o Z��l Public improvements: 3% of estimated construction costs
OFi-,AQUINTA Private improvements: 3% of estimated construction costs
Minor -Improvement Permit : Class INANCEDEP.. See attached schedule
Inspection Fee
Permit Fee
As -Built Deposit
Cash Deposit -Surety Bond,
if required
TOTAL
$ 34,000.00
$100.00
$ (1,000.00)
$0
$ 35,100.00
PERMIT NO.%OH 1
DATE APPROVED: A PA t- Q , 2oe7
EXPIRAT N DATE: AoiRf t 4r ZOP2
BY:
Administrative Authority
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City of La Quinta
The following General and Special Provisions are attached to and made a part of .
Permit Number 7081
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: Permittee 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 (W) 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 W') 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:
City of La Quinta
® 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 (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 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 jetting 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 (7) 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 ( 4 ) inches of A.0 surfacing placed on a ( 6 )
inch ( crushed ) aggregate base shall be placed no later than ( 5 ) 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.
o
PERMIT NO.7081
Canyon Ridge / Mass Grading / Washington and Avenue 48; Tract No. 35060
In addition to the standard permit conditions, the following shall apply:
l . 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
3. At the time of issuing this permit, the Rough Grading and/or Precise Grading plan have not been
approved. Therefore, rough or precise grading is not permitted within this permit until these plans have
been approved by the City Engineer. Also, a preconstruction meeting with the Public Works
Construction Division must be completed and at the preconstruction meeting the City must give the
approval to begin construction according to the approved plans.
4. Laing Luxury Homes, hereinafter referred to as "Permittee", shall be responsible for providing
continuous dust and erosion control.
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 1 st 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 I st 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 (le any 4 lane street) before 8:00 a.m.
7.. Work within 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 (951) 955-6894 if signal operation at
the intersection is to be altered in anyway.
Special Conditions Page I of 6
9
PERMIT NO.7081
Canyon Ridge / Mass Grading / Washington and Avenue 48; Tract No. 35060
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.
9. Any land on which Williamson Act contracts apply shall remain undisturbed.
10. 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.of 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.
11. 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.
12. 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.
13: The permittee shall be responsible for notifying the inspection staff of import fill and over excavated areas
on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public Works
front counter phone at 777-7075 or the Assistant Engineer II at 777-7047 to determine the city inspector's
phone number.
If the imported fill or over excavated locations indicate to the inspector that inadequate soils exist based on
the criteria set forth in the Project Soils Report, Public Works Greenbook, or Uniform Building Code, the
Public Works inspector may halt grading operations until the inadequate soil has either been removed or
the Public Works Director authorizes grading to continue.
The above testing or observations does not relieve the permittee's responsibility for future repairs due to
settlement at and near the locations of the work area.
Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a
certified letter indicating that the grading has been completed per the approved plan. A compaction report
on all fill is required following pad certification and prior to building permit issuance.
14.. The issuance of this permit and the City -approval of the related construction improvement plans do not
provide a vested entitlement for all design parameters that may have been utilized for the plans. As such,
plans approved for this permit may be "at risk" for further modifications as it relates to any follow up
Special Conditions
Page 2 of 6
PERMIT NO.7081
Canyon Ridge / Mass Grading / Washington and Avenue 48; Tract No. 35060
improvement plan requirements as required by the city or existing errors & omissions by the architect or
engineer of record.
15. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start
of construction, the name of the City'approved.contractor, who shall submit to the City the following items:
a. General Liability Insurance Company and Policy Number
b. City Business License
c. Contractors State License Number
16. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall
call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a
preconstruction meeting with the City Inspection staff.
17. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall
inform the -City (Inspection staff or 777-7089) of the name and location of the certified dump site.
18. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an
archaeological observer for the site excavations within native undisturbed soils. A copy of the contract
must be submitted to the Public Works Department and attention this to the Assistant Engineer II. If the
archaeologist determines the site note to be required to be observed, please submit a letter signed by the
archaeologist stating their determination:
19. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the
Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or
parking on the paved R/W.
20. 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 with 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 jetting 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.
Special Conditions
Page 3 of 6
Y
PERMIT NO.7081
Canyon Ridge / Mass Grading / Washington and Avenue 48; Tract No. 35060
B. 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
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. A-11 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.
21. 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.
22. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
23. Access and egress to all local properties shall be maintained at all times.
Special Conditions
Page 4 of 6
PERMIT NO.7081
Canyon Ridge / Mass Grading / Washington and Avenue 48; Tract No. 35060
24. 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 than seven (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.
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 300 linear 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/" max medium
asphalt concrete as the base course lift and a City approved '/2" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
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 butt joint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in 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
removat 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 3/" 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.
Special Conditions
Page 5 of 6
PERMIT NO.7081
Canyon Ridge / Mass Grading / Washington and Avenue 48; Tract No. 35060
25. 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.
26. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (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.
27. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
28. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages,
delay costs, costs or expenses in law or equity that may arise out of work under this permit.
29. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the
permittee shall postpone cutting the pavement until the intended third party has acquired a permit from
the City to perform the required restoration work.
Special Conditions Page 6 of 6
t3 -
F OF
Date:
Tract No:
Vicinity:_
Purpose of
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Project Name:
(i.e.: Rough Grading, Offsite Street, etc.) H4�
Description of Construction (i.e.: See Plan Set No. 01234)
IDimension of Installation or Removal:
Approximate Construction Start Date: .
Approximate Construction Completion Dat :
Estimated Construction Cost: $ (�
Estimated Construction Cost shall include the removaf of all obstA, lions, materials, and debris, back -filling; compaction and.
placing permanent resurfacing and or replacing improvements
Contact Name: d Oe�,)4 t is LJ-e_) 4- GA Phone Number: q ?j
Name of Applicant/Owner: r . L
Applicant Address:
Applicant Telephone Number: �t (gyp Q Gj b�afl
Applicant E-mail Address-
AIA 602R co
Name of Contractor:
Contractor Address:
Contractor Telephone Number: �q!f—
Contractor State License Number:. (,,,g-71179
Contractor City Business License NumT
Contractor E-mail Address: c
►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED 4
>plicant or Contractor General Liability Insurance Company:
r
Applicant or Contractor General Liability Insurance Policy Numb :
-�f R2 34S1Ny 3aL-
Office. Use Only:
Inspection Fee:
'$-3'f'�
000
Permit Fee:
ADO
As -Built
1 VOL-)
Deposit:
Dust Control
Deposit:
Credit
Amount:
TOTAL FEE
DUE: T 100
Office Use Only:
Assigned Permit Number. .7081
Approval Date:
Expiration
Date:
Issue
Date:
Administrative Authority.
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FOR PERMrr.doc
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A COR_ D,wRTIFCAE
�-� t_ DATE (MM/DD/YY)
04/04/07
PRODUCER
on '
Risk Services, Inc Of SO CA Insurance Service
1901 Main Street
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY
AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
Suite 300
Irvine CA 92614 USA
CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE
COVERAGE AFFORDED BY THE POLICIES BELOW.
INSURERS AFFORDING COVERAGE '
PeoNE- 949 608-6300. FAX- 949 608-6459
INSURED -
INSURER A: steadfast -insurance company
W L Homes LLC
dba: John Laing Homes
INSURERB: XL Europe Ltd.
INSURERC: Zurich American Ins Co.
895 Dove street
Suite 200
INSURERD:
Newport Beach CA 92660 USA
INSURER E:
'
CO.VERAGESa�This.Cecil&sate 4s:nof5ntendedfo Rc _a endoisemeN a"e`. yera
`"Ccondtiionsand,ezclusionsfihe _ licishown. "�SIRMayApPI ;y,.
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY
PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.
AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS,
DNSR
LTR
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE
DATE(MM\DDIYY)
POLICY EXPIRATION
DATED NRDDWY)
LIMITS '
A
GENERAL LIABILITY
HBP343744302.
05/15/05
05/15/07
EACH OCCURRENCE
$25,000,000
X COMMERCIAL GENERAL LIABILITY
'FIRE DAMAGE(Any one £ve)
$100 , 000
CLAIMS MADE X❑ OCCUR
MED EXP (Any one person)
.
X .SIR: $1,000,000
PERSONAL & ADV INJURY
$25,000,000
GENERAL AGGREGATE
$30,000,000
GEML AGGREGATE LIMIT APPLIES PER:
'
PRODUCTS-COMP/OPAGG
$40,000,000
PRO-
X POLICY JECT LOC
A
AUTOMOBILE LIABILITY
ANY AUTO
HBP343744302
05/15/05
05/15/07
COMBINED SINGLE LIMIT
(Ea accident)
$1, 000, 000
ALL OWNED AUTOS
BODILY INJURY
SCHEDULED AUTOS
(Per won)
X HIRED AUTOS
BODILY INJURY
X NON OWNED AUTOS.
(Pera ident)
PROPERTY DAMAGE
'
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AUTO ONLY - EA ACCIDENT
ANY AUTO
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QIE 0 L 5A
05/15/05. -
EACH OCCURRENCE
$25,000,000
%( 'OCCUR ❑ CLAIMS MADE
AGGREGATE
$25,000,000
DEDUCTIBLE
'
RETENTION
c
WORKERS COMPENSATION AND
EMPLOYERS' LIABILITY
WC367699402 -
- -
05/15/06
05/15/07
X
WC STATU-
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OTH-
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E 1, 000 , 000 i
E.L. DISEASE -POLICY LIMIT
� 51, 000 , 000
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.
E.L. DISEASE -EA EMPLOYEE
$1, 000, 000 .i
OTHER.
DESCRIPTION OF OPERATIONS4=ATIONS/VEHICLFS/EXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS
Evidence of Insurance
Evidence Of insurance
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THEEXPIRATION
Evidence of insurance
DATE THEREOF, THE ISSUING COMPANY WILL "SAV9RTO MAIL
Evidence Of Insurance CA ----- USA.
30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,
RAMV. ITS AGPR:6 OR
AUTHORIZED REPRESENTATIVE
0
x
MDS CONSULTING PLANNING, ENGINEERING, SURVEYING IRVINE!
COPONA/
EA OVINUA
COST ESTIMATE FOR BOND PURPOSES
Tract No. 35060; City of La Quinta
'lass Grading
REVISED: MARCH 30, 2007
PREPARED:, MARCH 23, 2007
ITEM QUANTITY UNIT UNIT COST COST
MASS GRADING;
LAND CLEARING (INCLUDES TREE REMOVAL)
MOVE IN
SITE. PREPARATION
EXCAVATION AND COMPACTION
OVEREXCAVATION (5.5')
FINISH PADS
ROUGH LOT PULLS
FINAL LOT PULLS
METER DEPOSIT AND RENTAL.
CONSTRUCTION WATER ON -SITE
GRADING WATER
SAND SAGS
STREET SWEEPINGAPIASHING
POLYMER COATING
TYPE X INLET
18" RCP STORM DRAIN PIPE
STORM DRAIN OUTLET REMOVAL
JUTE MAT (EROSION.CONTROL)
RIP RAP
PROFESSIONAL: SERVICES 10%
PROFESSIONAL CONSTRUCTION FEES 10%
CONTINGENCY FEE 10%
UNIT PRICES USED HEREIN ARE BASED UPON EITHER,
CLIENT PROVIDED INFORMATION OR FROM BEST
AVAILABLE. INDUSTRY DATA AT THE TIME OF PREPARATION.
CONSULTANT .ASSUME$ NO RESPONSIBILITY FOR THE
EXACTNESS OF SUCH UNIT PRICES IN EITHER EVENT.
PREPARED UNDER THE SUPERVISION OF:
EXP, DATE 9130W
28 AC
500.00
14,000
1 LS
30,000.00
30,000
28 AC
100.00
2,800
293.902 CY
1,50
440,853
188,416 CY
1:50
282,624
77 DU
500.00
38,500
77 DU
250m
19,250
77 DU
250200
19.250
1, EA
2,000.00
2.000
7.7 DU
1,000,00
77,000
28 AC
1, 000 A0
28.000
1.890 EA
1.50
2,835
1 LS
5,000.00
5.000
28 AC
900:0D
25,200
1 EA
1.500.00
1,500
120 LF
40.00
4,800
3 EA
500.00
1.500
5,487 $F
1.00
5.487
355 LF
1.00
.355
TOTAL ESTIMATED ROUGH GRADING: $
1,000,954
TOTAL ESTIMATED CONSTRUCTION COST: S 1,000,954
100,095
100,095
TOTAL PROFESSIONAL SERVICES: $ 200,191
TOTAL CONTINGENCY FEE:: $ ' 100.095
TOTAL ESTIMATED PROJECT COST:. $ 1,301,240
FESc/��
I C. l 1 �
v'.N4. 20596 A
'8# Exp. 9-30-07
OF I 1.AOt
LAING LUXURY HOMES - PAGE 1 OF 1
GA6940010ES1\
'CANYON RIDGE" ON -SITE I.MPROVEMENTS.As
EARTH CONSTRUCTION S MINING Page 1 of 3
GENERAL ENGINEERING CONTRACTOR Telephone (714) 871,tM
License Number 651848 Facsimile (714) 871-3020
11642 KNOTT STREET SUITE NO. 10 GARDEN GROVE, CA. 92941
PROPOSAL AND CONSTRUCTION CONTRACT
Ms. Erin Capito Via facsimlle (949) 265-2699
TO John Laing Homes- Luxury Group Date February 21, 2007
896 Dove Street Suite 200 No. 6091OR
Newport Beach, Ca. 92660
"owner" or "contractor'
EARTH CONSTRUCTION & MINING (ECM) proposes to furnish labor, equipment and materials for the project known as
La Quints Canyon Ridge Tract 35060
located at La Quinta, Co.
DESCRIPTION OF WORK:
A unit price proposal to rough grade the site per YIDS Consulting Tr. 33060 Rough Grading plans
dated 10/24/06 and LGC Geotechnical Rough Grading Plan review Dated 11/27/06
Stipulations/ Clarifications
l.Please see attached proposal for pricing.
2.Attached is our Bid Qualification Sheet, which will be made a part of any contract.
3.The attached pricing assumes a sufficient water source is adjacent to site
4. Trash Picking and Trash haul off are excluded from this price
5.Only one move in is included.
6. Removals around existing utilities is excluded. If special removal procedures are required around
or adjacent to existing utilitiy lines this procedure is excluded.
7. Erosion control installation other than sandbags per the SWPPP are excluded. Additional
PM 10 soil and dust treatment is excluded.
8.Oversize material removal and handling is excluded from this proposal
9. The lot overexcavation quantity is based upon 4.5 foot in depth on all cut & shallow fill lots
An optional price is included to increase the Lot overexcavation to 5.0' in depth.
10. The street overexcavation quantity is based upon 2.0 foot in depth on all cut street areas.
11. The final export quantity, mass excavation & lot overexcavation quantities will be field measured.
12. The construction of any retaining walls, retaining wall subdrains waterproofing are excluded.
Retaining wall backfill other than the western Property Line retaining walls optional item is also
excluded. In lieu conventional wall constuction , ECM can construct an MSE wall on the Western
Property Line Boundary for 12,030 sf @ $35.00/sf = $421,050 including backfill.
13. The estimated duration to perform this work is 84 Working days. The estimated duration to
construct the lower model sites and roads is 42 working days.
14. Canyon subdrains and concrete v ditches are excluded.
15. Rock Fall Containment fences and devices are excluded.
16. The stabilized construction entrance pricing excludes wheel washing equipment & installation.
It is assumed that the onsite gravel materials can be used for stabilized entrances & staging areas.
The duration for the track out plates is based upon a 12 month rental period.
17. The attached pricing is based upon a project start date of no later than April 1, 2007.
18. If Cohesive materials derived from onsite excavations will be used in design slope faces this
material maybe stockpiled per the additive pricing.
19. The rental duration for the 6' high chain link fence and gates is based upon 9 months. The
rental period can be extended for all rental fence for an additional $2,950.00 per month.
20. If required in order to maintain or accelerate project schedules ,ECM will work on Saturdays and
weekly overtime hours at no additional cost.
TERMS AND CONDITIONS: the teens and conditions on the reverse side are expressly incorporated Into this offer
This proposal, when signed by ECM's authorized representative,constdutea an offer. ECM
reserves the right l o modify this proposal if it Is not accepted within 10 days a bove.
ACCEPTED:
John Laing Homes- Luxury Group Earth Co traction & Mining
(Owner or Contractor)
By: By Cl
ha
Tale President
Quaff and Unit Price Breakdown -
,Laing LuxuryHomes�_
Pro pq"1No.60910R
Page of 3_
21-Feb-07
Unit
Item
Description
i_q
UOM
I Price
Amount
Bid Items
1
I Mobilization & Develop Water For Both Areas
.Base
_
1.00
$ 39,000.00
2
Prewater Site
29
AC
$ 950.00
$ 27,550.00
3
Process fill areas
193,000
SF
Included
$ -
4
Mass Excavation
217,700
CY
$ 1.59.
5
Lot Overexcavation'
78,000
CY
___
$ 1.59
$ 124,020.00
6
Street Overexcavation
16,000
CY
$ 1.59
$ 25,440.00
7
1 Export Excess Material- Surcharge
39,650
CY-
$ 3.85
$ 152,652.50
8
Finish Lots (Includes sideyard wall backcuts
74
EA
$ 1,350.00L
99,9 0.00
9
Finish Detention Basins
2
EA
$ 23,500.00
$ 47,000.00
10
Finish Rec Center Pad
I
LS
$ 7,500.00
$ 7,500.00
11
Finish Streets
I
LS
$ 28,500.00
$ 28,500.00
12
Finish Perimeter slopes
I
LS
39,000.00
$ 39,000.00
13
Slope Stabilization
49,000
Cy
1.80
$ 88,200.00
Subtotal Base Bid Amount
S 19024,905.50
ODti0n8I I
MS
14
4" Backdrain
4,320
LF
$ 14.00
$ 60,480.00
15
4" Backdrain Outlets
860
LF
$ 9.00
$ 774000
16
Added move in to clear fence areas
I
LS
$ 5,400.00
$ 5,400.00
17
1 Install remaining PM 10 fence
2,800
LF
$ 5.60
$ 15,680.00
18
Relocate PM 10 fence beyond grading limits
I
LS
$ 9,900.00
$ 9,900.00
19
Stockpile cohesive material for slope faces
31,000
CY
$, 1.65
$ 51,150.00
20
Backfill Conventional walls ( includes 3 move ins)
229800
CY
$ 6.10
$ 139,080.00
21
Additional Lot Overexcavation 4.5'To 5.0'
9,400
CY
$ 1.59
$ 14,946.00
22
Deleted Export- due to additional Lot overexc
(1,500)
CY
$ 3.85
$ _ 5,775.00
23
Added Exc.- increase street undercut 12" to 1811 c
2,900
CY
$ 1.59
$ 4,611.00
24
Added Export- increase street undercut 12" to 18"
3,300
CY
$ 3.85
$ 12,705.00
25
Added Exc.- increase street undercut 18" to 24"
2,900
CY
$ 1.59
$ 4,611.00
26
Added Export- increase street undercut 18" to 2411
3,300
CY
$ 3.85
$ 12,705.00
27
Install Stabilized construction entrances
2
EA
$ 25,500.00
$ 51,000.00
28
Construct Gravel staging Area
38,000
SF
$ 0.30
$ 11,400.00
29
Construct Gravel Material storage Area
6,000
SF
$ 0.35
$ 2,100.00
30
Install Gravel sandbags per 11/22/06 SWPPP
17,530
EA
$ 1.68
$ 29,450.40
31
Demo Southern perimeter block wall
I
LS
$ 49,500.00.
$ 49,500.00
32
Crush debris intobaseand leave onsite
4,000
CY
$ 10.95
$ 43,800.00
-------Subtotal
Optional Bid Items Amount
$ 520,483.40
Total Bid Amount For All Items
1,545,38OR07
,e K (-a v v,4h p'v, : a 2 3 / F& C, C ),
ov 9- ( �Py - iO3,*C>0 Cy
11 5-o q, 5g 7
r
ti
EARTH CONSTRUCTION & MINING
11542 KNOTTAVE. SUITE NO. 10
GARDEN GROVE, CA. 92841
(714)871-3262
BID QUALIFICATION FOR PROPOSAL NO. 6091OR
PROJECT DESCRIPTION: La Quints Canyon Ridge Tract 35060
SUBMITTED TO: Laing Luxury Homes
DATE: February 21, 2007
Page 3 of 3
ITEM
INCLUDED
DESCRIPTION
YES
NO
1
X
Surveying and engineering layout
2
X
Testing
3
X
Permit fees
4
X
Clearin
5
X
Demolition
6
X
Removal of buried debris piping or unsuitable material not useable in fills
7
X
Compaction of original ground to a depth of 6" in fill areas
8
X
Onsite excavation and compaction
9
X
Over excavation and recom action
10
X
Import of earth
11
X
Export of earth
12
X
Structural excavation and backfill
13
X
Utility excavation and backfill
14
X
Utility modification
15
X
Disposal of the spoil from others
16
X
Cost of water - customer to fumish suitable source adjacent to property Line
17
X
Cost of bond
18
Finish Areas to tolerances shown below:
X
A. Building ad +/- 0.10'
X
B. Rough grade street section +/- 0.25'
X
C. Slo s +/- 0.50'
X
D. Planting
X
E. Roadway concrete such as curb utter and cross gutter
X
F. Sidewalk
19
X
Grid Roll
20
X
Overfillinq and trimming of fill slopes
21
X
Shoring
22
X
D6vatering, water control and erosion control
23
X
Traffic Control
24
X
Pavement subgrade preparation and compaction
A. The number of move -ins included is one.
B. Prices for the following items may be revised after the dates shown. 4/15/07
C. E.C.M. shall be advised of any corrective measures required at the time the rough grading operation nears completion
and while the grading equipment is still on the job. Corrective work shall be accomplished and both parties shall agree, in writing,
that the work has been satisfactorily completed.
D. E.C.M. shall be paid, in full, no retainer, within 35 days after completion of work under this agreement. Retenttion, ifany, shall be 5% maximum.
E. The excavation of hazardous and toxic wastes which require special handling is not included in this proposal.
Prices for work ofthis nature shall be negotiated.
F. Rock excavation for concrete ditches shall be done at a negotiated or Time & material price
G. The excavation of rock or wet material,or unstable ground that appreciably limits production is excluded.
H. The Prices included in this proposal are based upon diesel fuel at the current price of $2.30/Gal + Tax.
beyond this amount the additional cost will be submitted for reimbursement.
MDS CONSULTING
PLANNING, ENGINEERING, SURVEYING '%
IRVINE/
CORONA/
LA QUINTA
COST ESTIMATE FOR BOND PURPOSES
Tract No. 35060, City of La Quinta
Mass Grading
LA
PREPARED: MARCH 23, 2007
ITEM QUANTITY UNIT UNIT COST COST
MASS GRADING:
LAND CLEARING (INCLUDES TREE REMOVAL)
MOVE IN
SITE PREPARATION
EXCAVATION AND COMPACTION•
OVEREXCAVATION
FINISH PADS
ROUGH LOT PULLS
FINAL LOT PULLS
METER DEPOSIT AND RENTAL
CONSTRUCTION WATER ON -SITE
GRADING WATER_
SAND BAGS
STREET SWEEPING/WASHING
POLYMER COATING
TYPE X INLET
\.18" RCP STORM DRAIN PIPE
STORM DRAIN OUTLET REMOVAL
JUTE MAT (EROSION CONTROL)
RIP RAP
PROFESSIONAL SERVICES 10%
PROFESSIONAL CONSTRUCTION FEES 10%
CONTINGENCY FEE 10%
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 RESPONSIBILITY FOR THE
EXACTNESS OF SUCH UNIT PRICES IN EITHER EVENT.
PREPARED UNDER THE SUPERVISION OF:
EXP. DATE 9/30/07
28 AC
500.00
14,000 .
1 LS
20,000.00
20,000
2AAC
100.00
2,800.
293,196�_Y
4.00
11172,784
204,028
4.00
616,112
74 DU
500.00
37,000.
74 DU
250.00
18,500
74: DU
2%00
18,500
1 EA
2,000.00
2,000
.74 DU
1,000.00
74,000
293,196 CY
1.50
439,794.
1,190 EA
1.50
1,785
1 LS
5,000.00
5,000
28 AC
2,614.00
73,192
1 EA
1,500.00
1,500.
120 LF
30.00.
3,600
3 EA
500.00
1.500
5,487 SF
1.00
5,487
355 LF
1.00
355
TOTAL ESTIMATED ROUGH GRADING: $
2,707,909
TOTAL ESTIMATED CONSTRUCTION COST: $.
2,707,009
270,791
270,791
TOTAL PROFESSIONAL SERVICES:
$
541,582
TOTAL CONTINGENCY FEE:
$;
270,791
TOTAL ESTIMATED PROJECT COST: $ 3,520,282
' No. 20596 r
Expa 9=3.0-07
LAING LUXURY HOMES - PAGE 1 OF 1 G:\69400\CEST\
"CANYON RIDGE" ON -SITE IMPROVEMENTS.As
Message
Page 1 of I
Daniel Valenzuela
From: Tony Colarossi
Sent: Monday, February 26, 2007 10:45 AM
To: Daniel Valenzuela; Joshua Welty (jwelty@laingluxury.com)
Subject: FW: Grading Estimate for Laing Luxury Mass Grading
Importance: High
Attachments: The Estates - Grading including alternates.pdf
Josh,
Thanks for the grading estimate. I will forward this to Daniel Valenzuala for safe keeping so that when you pull the
grading permit this will be used for the permit costs.
thanks, Tony
-----Original Message -----
From: Josh Welty [mailto:jwelty@laingluxury.com)
Sent: Monday, February 26, 2007 10:39 AM
To: Ed Wimmer; Tim Jonasson
Cc: Tony Colarossi; Paul Goble
Subject: Grading Estimate for Laing Luxury Mass Grading
Importance: High
Ed,
Good morning, attached you will find the estimate for grading the site in La Quinta. The base amount indicates
the grading bid amount for only grading. The optional items are for PM-10 and wall construction and should not
be part of the estimated cost for grading activities. Please email me with the Permit Cost and Bond amounts so
that we can get those items resolved ASAP. Call me with any questions, thanks.
Joshua Welty
Assistant Project Manager
Laing Luxury Homes
Mobile: (949) 355 9661.
Fax: (949) 265 2599
jwelty@laiiigluxury.com
-----Original Message-----
From: Jennifer Wipper
Sent: Friday, February 23, 2007 8:09 AM
To: Josh Welty
Subject: The Estates - Grading including alternates.pdf
2/27/2007
Permit Fees
Project Name:
La Quinta Canyon Ridge- Laing Luxury Homes - TR 35060
Plan Type/Plan Set
Number:
Mass Grading
Total
Fees
Inspection Fees
1 rst Mill
$1,000,000.00
$30,000.00
2nd Mill
$200,191.00
$4,000.00
3rd Mill
$0.00
$0.00
Sum
$1,200,191.06
$34,000.00
Permit Fee
. $100.00
Deposits
As -Built 1 plan $1,000.00
PM-10 0 acres $0.00
Total Due: $35, 01 0 00__�
i
FL
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TW
TG
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SD
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0100
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HP
TYP.
MAX.
3 2 1 I' MIN.
NTS
AV-48
L. C
I r N r)Ai 1 - - F
Se_oi�le c DmoaS / 2
PAD ELEVATION NOTE
o GoN I 0
'ON THE AD EL ATIONS SHOWN N THIS PLAN ARE NOT APPROVED
-D IN AND SUBJECT TO CHANGE IN ACCORDANCE WITH FINAL APPROVED
FICIAL ROUGH GRADING PLAN. MASS 6aaDM+& PIt.4N AVt1Dv*--
OF 'Dolts Niter 5v'ptRCEoE ZTMSS06o C *jbMDA6
OF Ar"AwAL -4WOV" V74/07 - TMc""WJ 200- US
EPY7D UNDER THE DIRECTION OF: M 0 R S E 78-900al-
,
DATE- D . Suite 20
D 0 K I C H La Quint
,NLEY C. M SE EXP. DATE 9 30 07 Voice: A
.E. 20596 S C H U L T Z FAX: 7E
'ROVED BY:
DATE: G oPLANNERS ENGINEERS SURVE
SCALE: SEE ABOVE B E N C H M A R K:
1466 USER (2911-1 ENGRS 1941 RN. CO. A USER
OTHY R ONA S N EXP. DATE 12 31 08 (NOT STAMPED) AT THE SA CORNER OF MONROE
( ENGIN ER R.C.E. 45843 DATE: MAR. 30, 2007 EIFV.=-64.955 + 500.00 = 435.045
PFeAFED
LANG LUXURY HONES
n
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April 5, 2007
' `LA i-.a,Luxi�uv
Doug Evans
Community Development Director
City of La Quinta
78495 Calle Tampico
P It 45k
-71-;A - 1,
7&
La Quinta Ca 92247
,
Dear Mr. Evans,
S
This letter is to address the concern regarding the Native American monitoring
for the Laing Luxury project in La Quinta. We do not have a fully executed
contract, however the initial grading activity is within previously disturbed areas of
the project, and so are not subject to this condition. An exhibit of the initial
grading area is attached for your review. Prior to disturbing the areas of concern,
a contract will be finalized with the Agua Calliente tribe. It will be sent to
community development along with a letter of acceptance from the tribe on
Tuesday. Please contact myself or Josh Welty with any questions or concerns.
f) s
'eR MJZ.
Sincef ly,
�i
A.J. Ja is
V.P. 4a d
Lmxc Lvxrm I lwws
895 Dove 5irect Saity 200 \4•wporI Reach, California 02600 TH 9i9•26.5-2400 Fas 949-26:,-2;i99 ��T atlainnlu.ear�.:nm
'tr I ZOg I
7
z
YYYe
NO SCALE SEE SHEET
2A FOR js
FLAGGER cc
IINSTRUCTIONS IRUC MAD LLA
GM2 R-1 WORK
ojj42S g''
E)OTI*G AHEAD
END LU AHEAD
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W6 (CA) PROJECT PROJECT 020.2
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C9A CA) TIFUNG ENTRANCE 'tcw ENTRANCE ROAD WORK
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AFNEAD DST THIS DISTANCE IS
SHORT TO PROVIDE OPTION # 2 FOR HIGH VOLUME OF
WARNING FOR TRAFFIC
SEE NOTE 7�� COMING ON TO WASHINGTON HERE. CONST. TRAFFIC
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.TC.D.). Appmad By Ddo Gpw Urffl
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF 55
DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. Tmfilc Co*d For
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH Construction Traffic Entrance & Exiting Traffic
TRAFFIC CONTROL PLANS. PdMCw&Hft TMft Cotral Co=dor
4. THIS PLAN IS FOR HIGH VOLUME DAYS SUCH AS DIRT HAULS, CONCRETE POURS, ETC. SEE OPTION #2 FOR LOW VOLUME OF ENTRY EXIT TRAFFIC INTO THE SITE. Laing Luxury Homes Tops N Barricades, Inc.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. Ph= P"B* By Band an BWrNM
6. THIS TRAFFIC CONTROL SHOULD BE IN PLACE DURING WORK HOURS ONLY AND SIGNS REMOVED AT END OF DAY. (800)852-TOPS Ron Fifield N/A
7. A CHANGEABLE MESSAGE SIGN (CMS) SHALL BE PLACE AT LEAST 48 HOURS IN ADVANCE OF HIGH VOLUME DAYS. CMS TO SAY "MAJOR CONST AHEAD, EXPECT DELAYS, USE ShM Number Data Asok Numbw
2 of 2 12/29/06 Pending Approval
ALTERNATE ROUTE, DATE TO DATE XX AM TO XX PM."
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