5124Titit 4 4 Q"
ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
For the construction of public or private curbs, driveways, pavements, sidewalks, parking
works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIV
Finance Revenue Code E-1
D Q 0
JUL 17 2006
lot , sewerTYCF Q INT and of er
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like public
"Subdivision Improvement Permit - Class III
Minor Improvement Permit Class IV
DATE:July 6, 2006
LOCATION OF CONSTRUCTION (Street address or Description): Santerra (G-5) TM 32225; NW corner of 58" St. and Madison Ave.
PURPOSE OF CONSTRUCTION: Rough grading
DESCRIPTION OF CONSTRUCTION: Pre -water, grub and grade (See PSN 06104 RG, 06096 SWPP and 06099 PM10)
DIMENSION OFINSTALLATION OR REMOVAL: Approximately 8 acres
APPROXIMATE TIME WHEN WORK WILL BEGIN:Will call
TIME OF COMPLETION:2 months from start
ESTIMATED CONSTRUCTION COST: $79,494.00 (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: 19112%
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 app able rules and regulations of the City
of La Quinta and to pay for any additional replacement necessary as the result of this work.
Signature of Applicant or Agent
Villa Sienna, LLC - Greg La Marca 8434 Tea Tree Lane San Diego, CA 92127 (760) 802-4888
Name of Applicant (please print) Business Address Telephone No.
A. Flores Grading & Excavating, Inc. P.O. Box 1036 La Quinta, CA 92247 (760) 398-6827
Name of Contractor and Job Foreman Business Address Telephone No.
61005 000497
Contractor's License No. City Business License No.
Rockhill Insurance Company CGL1001706
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit - Class III
Minor Improvement Permit - Class IV
Inspection Fee
Permit Fee
As -Built Deposit
Cash Deposit -Surety Bond,
if required
TOTAL
'$2,380.00
$100.00
$ (1,000.00)
S
$ 3,480.00
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
See attached schedule
PERMIT NO.5 1 24
DATE APPROVED: 7_ 13' O eo
EXPIF Vl DATE: —
BY: \�
Administrative Ad*ority
CASH DEPOSIT STATUS SHEET*
Budget Account No. 1 -
DIN:32225 Project Location:Santerra / Tract 32225; La Quinta, CA 92256 V2F
Developer:VILLA SIENNA, LLC, 9434 TEA TREE LANE, SAN DIEGO, CA 9��17 2006
I CITY OF LA QUINTA I I
❑CASH SECURITY - DESCRIPTION OF OBLIGATION PROMPTING DFPOS] ANCE DEPT.
®Dust control; ❑As -built plans; ❑Removal of temporary improvements
Other.
ECASH PAYMENT.- DESCRIPTION OF OBLIGATION PROMPTING DEPOSIT
FOR CASH DEPOSIT OF PM10 FOR THE SANTERRA PROJECT
DATE
DEPOSIT
DEBIT
BALANCE
Amount
Receipt #
7/17/06
$4,000.00
$4,000.00
COMMENTS SEE ENCROACHMENT PERMIT FOR PS NO. 5124 ROUGH GRADING IMPROVEMENTS.
Cash deposits placed in City administered trust accounts are typically received for two basic reasons: 1) CASH SECURITY- to provide a source of funds for the City
to draw upon if the City incurs costs satisfying obligations of the developer, or 2) CASH PAYMENT- to provide a source of funding for improvements, property, or
services to be acquired, or administered, by the City at the developer's expense. The City will release the fund balance when the developer's obligations that
prompted the cash deposit are fully satisfied. The release function is initiated via the Request/Demand for Release of:Cash Deposit (Form F058)
F059 8/00
i
s City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number-48II]_5Z,-t
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,concemed 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 (%") to one foot (V).
❑ 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 Y2") 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.
a
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 fumished 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.
❑ RI 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 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 (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 ( 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.
PERMIT NO.5124
Santerra (G-5) / Rough Grading / Tract No. 32225
In addition to the standard permit conditions, the following shall apply:
1. Pursuant to Section 1446.320 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. A. Flores Grading & Excavation and/or Villa Sienna. LLC, hereinafter referred to as "Permittee",
shall be responsible for providing continuous dust and erosion control.
4. Streets shall be kept clean. They shall be completely. cleaned at the end of each working day and more
frequently, if required.
5. 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 1 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 (ie any 4 lane street) before 8:00 a.m.
6. Pursuant to Section 1446.110 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.
7. Any land on which Williamson Act contracts apply shall remain undisturbed.
8. 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.
Special Conditions Page 1 of 4
PERMIT NO.5124
Santerra (G-5) / Rough Grading / Tract No. 32225
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.
9. 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.
10. ' 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.
11. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated 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 Associate Engineer at 777-7089 to determine the city inspector's
phone number.
If the imported fill or overexcavated 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.
12. 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
improvement plan requirements as required by the city or existing errors & omissions by the architect or
engineer of record.
13. 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
14. Prior to performing construction work, 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.
15. 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.
Special Conditions Page 2 of 4
c.
PERMIT NO.5124
Santerra (G-5) [ Rough Grading / Tract No. 32225
16. 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 Associate Engineer. If the
archaeologist determines the site note to be required to be observed, please submit a letter signed by the
archaeologist stating their determination.
17. 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.
18. 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 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.
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.
Special Conditions Page 3 of 4
PERMIT NO.5124
Santerra (G-5) / Rough Grading / Tract No. 32225
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.
19. 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.
20. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
21. Access and egress to all local properties shall be maintained at all times.
22. Pursuant to Section 14.16.375 of the La Quints 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:
Asphalt work not applicable to this permit.
23. 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.
24. 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.
25. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
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.
Special Conditions Page 4 of 4
-`v OF
Date:
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Location of Construction:
57iLE&7(_ A-0;1M 3ZLZS- G-5
Purpose of Construction: '�Zou
Description of Construction: - us(� _!l. 6"a 4- 6 rA Dr �o
Dimension of Installation or Removal:
Approximate Construction Start Date: -�,JtJG_ 3o.M 1006
Approximate Construction Completion Date: (NO&O ST q a INA 7006
Estimated Construction Cost: $
Estimated Construction Cost shall include the removal of all o6struct� materials, and debris, back -filling, compaction and
placing permanent resurfacing and or replacing improvements
Contact Name: 6nAzl, L^ft (yw_c A Phone Number: - oZ-
Name of Applicant: q%LL } 5 yr NNA L-L—C
Applicant Address: SAtj.D%aL,,n IxAvi
Applicant Telephone Number: A p2_— LA QS ; $
► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED
Applicant o>�ontractor General Liability Insurance Company:
Applicant or Contractor General Liability Insurance Policy 14umber.0
Office Use Only:
Inspection Fee:
2.
c�-
Permit Fee:
O U* J J
As -Built
Deposit:��(i
Dust Control
Deposit:
Credit
Amount:
TOTAL FEE DUE:
3 OD . 0�
Office Use Only:
Assigned Permit Number: ,7 (Assigned Permit Number:
Approval Date:
Expiration
Date:
Issue
Date:
Administrative Authority:
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ENGINEERS ESTIMATE - GRADING & IMPROVEMENTS SHEET I OF 3
MIRAGE OF LA QUINTA - TRACT NO.32225 JOB NO.: 175734
ENGINEER: P&D CONSULTANTS - 619-291-1475 DATE: 3-14-06; REV. 6-13-06 ; REV.
ITEM - I QUANTITY I UNIT I UNIT PRICE I COST
GRADING
CLEARING AND GRUBBING
8.08
AC
$575.00
$4,646
EARTHWORK (INCLUDES OVER -EXCAVATION)
6.345
_ CY
$2.00
$12,690
EARTHWORK (NET IMPORT!
6,994
CY
$7.00
$48,958
FINE GRADING 1
33,
LOT
$400.00
L
$13,200
TOTAL GRADING:
$79,494
IMPROVEMENTS - OFFSITE
5.50 A.C. OVER 6.50 CA.B.._4$0.28 SF/IN AC; $0.11SFfiN CAB).
1 ' A.C. OVERLAY
Ir CURB & GUTTER
W MEIDAIN CURB ON MADISON
60 A.C. DIKE
e P.C.C. MEANDERING SIDEWALK (81 WIDE)
..45,537
11j400
SF
$1.34
$161,020
$5,130
$,
$17
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S,
T
$10,013
$1,040
$39,121
SF
LF
LF
LF
5
i$0-45
11_ 0
0
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$9. 0
1.551
1,054
130
13,490
$8.00
SF
$2.90
60 P.C.C. CROSS -GUTTER
PEDESTRIAN RAMP
MONUMENTATION - LUMP SUM
1,504
SF
EA
$5.15
$750.00
$2,000.00
$7,746
2
$1,500
I
I
Ls
$2,000
5% TRAFFIC CONTROL (<$1,000,000)
STREET SIGN
LS
$7 .232
7
EA
$345.00
1W RCP STORM DRAIN PIPE
CURB INLET
em
LF.
$45.00
----$2.415
$29,925
$8,000
$5.000
2
2
I
EA
EA
$4,000.00
$2,500.00
STORM DRAIN OUTLET STRUCTURE
MAXWELL PLUS DRY WELL
EA 1
$26,000.00
$25,000
IW DIP WATER MAIN wl POLYETHYLENE ENCASEMENT
1,325
LF
$34.00
18*x18wx18w D.I. TEE
.18" D.I. B.F.V. EPDXY LINED AND COATED)
IW x W REDUCER
I
EA
$1.500.00
$1.600
4
EA
EA
$4,700.00
$1,200.00
$18,800
$1=
1
150 VCP SEWER MAIN
W V.C.P. SEWER
4W MANHOLE
126
LF
LF
EA
$38.00
$4,788
$4,600
1.55
$27.00
$1,500.00
3
TOTAL IMPROVEMENTS-OFFSITE: $302,225
P.�ENGM175734-La GubtaLMadison and 5Mh�EXCELIcast EWnVGnd. �.20064r)_,&)ft
IMPROVEM'ENTS - ONSITE RHFFT 2 OF A
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(r CURB & GUTTER
60 WEDGE CURB
6" MEDIAN CURB
STREET SIGN
C SIDEWALK ----..-600
MONUMENTA11ON - LUMP SUM
PERIMETER WALL
DRY UTILITIES
18"RCP STORM DRAIN PIPE
24"RCP STORM DRAIN PIPE
WATER TIGHT JOINTS
STORM DRAIN CLEANOUT
CURB INLET
STORM DRAIN OUTLET STRUCTURE
DRY WELL ASSEMBLY
63,000
SF
LF
$1.34
$71,020
$2,981.-
$34,500
271 ---.
Z300
300
LF
LF
—.-.-..$11.00
$15.00
$9.50
$2,850
$345.00
$2.90
$345
SF.
Ls
SF
$1,740
$1,000
$265,140
_....$128,600
$3,600
$40,450
$7,000
$12,0
1
$1,000.00
8,838
$30.00
2,572
LF
$50.00
$45.00
80
LF
809.
LF
$50.00
$350.00
20
3
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EA
EA
EA
$4,000.00
$3,500.00
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$17,500
2
I
$2,500.00
$10,000.00
$5,000
$10,000
EA
W DIP WATER MAIN W/ POLYETHYLENE ENCASEMENT
60 DIP WATER MAIN W/ POLYETHYLENE ENCASEMENT
1,220
LF
LF
$27.00
$32.940
$1,680
...— $200
$3,000
70
$24.00
W D.I. TEE —.- . --
I
EA
$200.00.
W D.I. G.V. (EPDXY LINED AND COATED)
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-.—
5
4
EA
EA
$600.00
$2,000.00
$8,000
28
I
EA
EA
$1,000.00
$400.00
$28,000
$400
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80X (r REDUCER
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I
EA
$400.00
$400
$1.500
$200
I
EA
$1,500.00
I
EA
$200.00
3
EA
$200.00
$600
I
EA
EA
$200.00
$20.00
$200
$140
$2,000
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EA 1
$2.000.00
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-.1,354
30
4
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$27.00
$36,558
,r V.C.P. LATERAL
480 MANHOLE
60 CLEANQUIT
EA
$350.00
EA
$1.500.00
$250.00
....110,509
$6,000
$500
2
EA 1
TOTAL IMPROVEMENTS-ONSITE: $736,544 1
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. MfR7,30-8M 03:53P FROM:CRM TECH •
9517842987 TOJIIIRW11206 P.2
NN)k CRU TECH
4472 Orange Street
Riverside. CA 9=1
Greg Lamarca
G5 Enterprises, Inc.
6347 DiVita Drive
Carlsbad, CA 92009
SCOPE OF WORK AND COST PROPOSAL
Archaeological and Paleontological Monitoring
The San Terra Project
Approximately 8 acres
In the City of La Quinta, Riverside County, California
March 24, 2006
At the request of Greg Lamarca of G5 Enterprises, Inc. ("Client"), CRM TECH is submitting this
cost proposal and scope of work concerning archaeological and paleontological monitoring
during earth -moving of native soils for the San Terra project. The project site consists of
approximately 8 acres and is located at the northeast corner of Madison Street and Avenue 58 in
the City of La Quinta, Riverside County, California. The monitoring is required by the City of
La Quinta (Lead Agency) and will be performed under provisions of the California
Environmental.Quality Act (CEQA; PRC §21000, et seq.).
Scope of Work
The City requires that cultural and paleontological resources be properly protected. In order to
do so, CRM TECH proposes to accomplish the following tasks:
1. Review data on -file at CRM TECH's office regarding the geological formations and cultural
resources in the project area and vicinity,
2. Provide on -site monitoring during clearing, over -excavation, grading, trenching and/or
other earth -moving operations that impact native soils, if cultural or paleontological
resources are encountered during this time, the archaeologist/paleontologist shall.have the
power to temporarily halt or divert work in that area until the finds_ are evaluated`and
recovered;
3. Identify, record, evaluate and collect artifacts, features, sites, fossils, and/or fossil -bearing
matrices discovered during monitoring, if any;
4. Catalogue artifacts and/or fossils recovered during monitoring, if any, and arrange for their
permanent curation at an appropriate facility;
5. Consult with Native American representatives and/or local historical societies in the event
of significant archaeological findings;
6. Complete site record(s) or site record updates and submit them to the Eastern Information
Center if historical/archaeological materials are found;
7. Analyze and interpret the recovered materials and prepare final reports to document the
results of the procedures.
Tel: 951784 3051 Fax: 951784 2987 Cell: 909 376 7943
i
' -r
J MAR-30-2006 03:53P F'ROM:CRM TECH• 9517842987 TO 311206 P.3
Cost Proposal
CRM TECH proposes to complete the tasks listed above at a flat rate of $60 per hour for the lead
archaeological/ paleontological monitor and $45 per hour for additional personnel if needed.
As a rule of thumb, one monitor can cover six scrapers if they are working in the same area. If
more than six scrapers are used, or if earthmoving equipment is working at separate locales,
additional monitors may be needed. Hours beyond eight per day and /or forty per week will be
billed at an overtime rate of $85 per hour for the lead monitor and $65 per hour for additional
personnel. i
In addition to the time spent in the field monitoring the earth -moving, time and effort are also
needed to process and catalogue all recovered artifacts, fossils, or fossil -bearing matrices, if any
(item # 4, above), complete site records and/or site record updates if historical/archaeological
artifacts are found (item # 6, above), and analyze and interpret the data and prepare the final
reports (one presenting the archaeological findings and one presenting the paleontological
findings) for the project (item # 7, above). The extent of these efforts depends mostly on the
number and type of cultural and/or paleontological resources found during monitoring and
can not be predicted. However, the Client will be informed if any substantial resources are
recovered. All tasks performed by CRM TECH personnel will be billed at the $60.00 per hour
rate noted above. In addition the Client will be billed cost plus 15% for any outside special
studies (carbon-14 dating, faunal analysis, etc.) that have to be conducted. It is understood,
therefore, that the full amount of the archaeological/ paleontological monitoring program, as outlined
above, depends on the number of hours of monitoring earth -moving activities rLgd the amount of time
needed to catalogue and analyze the finds, if any, and write the reports. At the end of the project, the
Client wilt be presented with the various options, and their costs, for curating any recovered
artifacts or fossils.
Note: if a buried archaeological or paleontological deposit is exposed during grading that
requires an extended mitigation effort, such an effort would require a new proposal for
mitigating the impacts to the resource, including a new scope of work and budget.
Not to Exceed Statement
The Client has indicated that he expects the grubbing and rough grading to be completed in five
(5) weeks (at 8 hours per day, 40:hours per week, this would total 200 hours). Assuming that
we only find a limited, or "medium;' number of artifacts and/or fossils during this time, we can
make the following estimation of the cost of the proposed monitoring program.
For A "Medium" Number of Findings:
One monitor for 200 hours @ $60 per hour (no overtime): $12,000.00
An additional monitor for 20 hours ® $45 per hour-* $900.00
Artifact/fossil preparation, cataloguing, and analysis: $2,500.00
Preparation of site records: $1,680.00
Preparation of two final reports (one for archaeology and one for paleontology): 12,640.00
Total (estimate) $19,720.00
To deal with finds over the 5 weeks while the other archaeologist continues monitoring
These numbers are estimates only. The full cost for the archaeological monitoring program, as
outlined in the "Scope of Work" above, will depend on the number of days of earth-moving.and
the amount and types of findings, if any. The Client will be informed of all work as the project
proceeds.
San Terra Archaeo/Paleo Monitoring
1.4
t
•
MAR-30-2006 03:5313 FROM:CRM TECH 9517842987 TO1111�11206
P.4
If no cultural or paleontological resources are found during monitoring, a brief letter report to
that effect will be provided to the Client.
Payment Schedule
Invoices for services completed will be submitted monthly.
Project Schedule
A one -week notice prior to starting the rough grading would be appreciated, but no less than
two (2) days is required. Co-ordination of project schedules should be made with Michael
Hogan in the CRM TECH office.
Agreement
If the Client agrees to the terms and conditions of this proposal, an authorized signature below
will constitute a contract and an agreement to proceed. Alternatively, this document can be
incorporated into a subconsultant agreement.
Submitted by:
'chael Hogan
CRM TECH
Agreed to:
Print name and title
I
Signature Date
3 San Terra Archaeo/Paleo Montiffmg
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