10023See below for Finance Revenue Codes
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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: 10/6/2011
LOCATION OF CONSTRUCTION: SDP 2006-860; St. Francis of Assisi Catholic Church Parking Lot; SW Corner of Washington St and Avenue 47
PURPOSE OF CONSTRUCTION: Precise Grad
DESCRIPTION OF CONSTRUCTION: See Plan Set No. 10030
DIMENSION OF INSTALLATION OR REMOVAL: See Plan Set No. 10030
APPROXIMATE TIME WHEN WORK WILL BEGIN: 10/10/2011
TIME OF COMPLETION: 1/11/2012
ESTIMATED CONSTRUCTION COST: $759,354(+$61615) (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing
permanent resurfacing and/or replacing improvements)
COMMENTS PermitAmended'to Include The AdditionalWork on Revised Sht 2 & 3 of PSN 10030 (Additional Fee $1,948)
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 occuring as a proximate result of any work undertaken under the permit granted pursuant tomapplica_tion.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started
7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at �'--
least twenty-four (24) hours prior to the anticipated inspection.
Comply with all applicable Ci Ordinances, the terms and conditions of the permit and all applicable rules and re ul the Cit �%) r
P Y PP City P pP 9 Y
of La Quinta and to pay for any additional replacement necessary as the result of this work. CiiyAF�A
F''�`�i NSC
Signature
Orr Builders - David Narz. 39-301 Badger St., Suite 300, Palm Desert, CA 92211 0) 360-6632 x226
Name of Applicant Business Address Telephone No
Orr Builders 39-301 Badger St, Suite 300, Palm Desert, CA 92211 760-360-6632
Name of Contractor and Job Foreman . Business Address Telephone No.
693077 1395
Contractor's License Number City Business License No
Interstate Fire S Casualty Company SGL -1002069
Applicant's Insurance Company Policy Number
FEES Subdivision Improvement Permit - Class I
Minor Improvement Permit - Class I
Finance Revenue Code
Inspection Fee EE=1
$1,848.00
Permit Fee EE=1
$100.00
As -Built Deposit E-A
0.00
Cash Deposit -Surety Bond, E_B
$0.00
if required
TOTAL
$1,948.00
Public Improvements: 3% of estimated construction costs
Private Improvements: 3% of estimated construction costs
PERMIT NUMBER: AMENDED 10023
DATE ISSUED:
EXPIRATION DATE: to CZ
BY: .
WORK INSPE TED BY*:
PERMIT COMPLETION DATE*:
* If the work is covered by a Subdivision Improvement Agreement, Subdivider
shall request final acceptance of improvements from the City Council.
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 10023
The followina shall always annly:
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 ('/<") to one foot (1').
❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A ") feet shall
be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be two and a half inches (2 '/i') of A.C. paving on (" N/A ** j 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 (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 to the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
® 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
three inches (3") of SC -800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La
Quinta Standard 600 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. 10023
St. Francis of Assisi Catholic Church / Precise Grading / SDP 2006-860; SW
Corner of Washington St and Avenue 47
In addition to the standard permit conditions, the following shall apply:
1. Pursuant to Section 14,16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For Public
Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
0
M
5
This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
St. Francis of Assisi Catholic Church (Tom Ward) and Orr Builders (David Narz), hereinafter
referred to as "Permittee", shall be responsible for providing continuous dust and erosion control.
Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097
before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection.
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 1st 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 8:30 a.m. nor after 4:30 p.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 City Traffic Signal Maintenance Technician at (760) 250-0571 if signal operation at the intersection
is to be altered in any way.
8. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the
Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing
frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be
determined to be placed according to the city approved plans.
Special Conditions Page I of 8
PERMIT NO. 10023
St. Francis of Assisi Catholic Church / Precise Grading / SDP 2006-860; SW
Corner of Washington St and Avenue 47
9. The permittee and/or contractor shall provide surveyor staking information adequate for the City
Inspector to determine horizontal and vertical locations relative to the approved city plans. The
minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall
state the horizontal location relative to building corner and the elevation of the top of hub next to the
lath.
10. Building areas should be overexcavated to a depth of at least X feet (see plans) below existing grade or
X feet (see plans) below the bottom -of the footings, whichever is deeper. The exposed surface should be
scarified, moisture conditioned, and compacted so that a minimum of 90 percent relative compaction is
attained. Once deleterious materials are removed, the native material may be placed as controlled
compacted fill. Overexcavation should be observed by a representative of the Geotechnical Engineer of
Record and compaction should be verified by testing. Any deviations from this permit, soils report, or
grading plan must be approved by the City Engineer prior to the construction of the deviations.
11. 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.
12. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to
start of construction, a letter from any owners of the driveways/access ways that will be closed down
due to the construction. The letter must be approved by the city and at minimum state from the owner
the following:
A. Approval of the construction
B. Plan identification
C. Time Frame of Closure
D. Alternative Routes
13. Any land on which Williamson Act contracts apply shall remain undisturbed.
14. The permittee shall place temporary no parking signs along the parking area affected by the
construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and
removed immediately after the construction completion date.
15. St. Francis of Assisi Catholic Church (Tom Ward) and Orr Builders (David Narz), hereinafter,
hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion
control.
The following Fugitive Dust Control rules shall apply during soil import/export activities:
a. A valid grading permit shall be active at both the import and export site
b. The import/export material during hauling shall be near 70% optimum moisture content.
c. Street cleaning shall occur, as necessary, at import and export location.
d. Trucks hauling export or import material must maintain 6 inches of freeboard and be tarped.
e. The haul route shall be attached to this permit or a City approved plan.
Special Conditions Page 2 of 8
PERMIT NO. 10023
St. Francis of Assisi Catholic Church / Precise Grading / SDP 2006-860; SW
Corner of Washington St and Avenue 47
16. 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 the latest
edition of the Work Area Traffic Control Handbook (WATCH Manual) and the latest version of the
California Manual of Uniform Traffic Control Devices (MUTCD). A traffic control plan shall be
prepared in accordance with the WATCH Manual or under the guidance of the latest version of the
MUTCD and submitted to the City for review and approval 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.
17. 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.
18. 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.
19. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole
cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric Design
of Highways and Streets, 5th Edition" or latest, in the installation of all appurtenances abutting and within
the public street right-of-way.
20. 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 Assistant Engineer II at 777-7047 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 California 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.
Special Conditions Page 3 of 8
PERMIT NO. 10023
St. Francis of Assisi Catholic Church / Precise Grading / SDP 2006-860; SW Corner
of Washington St and Avenue 47
21. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe
random trench compaction testing performed by a city approved material testing firm. 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. The inspector shall
determine the number and location of the test location/s. The above testing does not relieve the permittee's
responsibility for future repairs due to settlement at and near the locations of the work area: Materials
testing must be performed under direct supervision of a California Registered Civil Engineer.
22. 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.
23. 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
24. The Applicant or. Contractor shall furnish the City satisfactory evidence of insurance in the amounts
provided in Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall be
kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted
work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name
the City as an additional insured.
25.. The permittee shall not encroach upon private property without prior written approval (submit to the Public
Works Department, attention to the Assistant Engineer II) of the private land owner whom is being
.encroached upon.
26. During work hours, the permittee shall provide and maintain a traffic lane that diverts traffic off the paved
roadway. The traffic lane must be located within the existing R/W with the following requirements:
a. Class II Base with a minimum depth of 2"
b. A.6 inch thick subgrade layer compacted to 95% based on ASTM D1557
c. An unobstructed travel width of 10 feet.
d. In addition, a minimum of 5 feet clearance from open trenches.
e. A minimum of 2 feet from vertical obstructions like curbs.
f. Maximum speed of 25 mph
27. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall
inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site.
Special Conditions Page 4 of 8
PERMIT NO. 10023
St. Francis of Assisi Catholic Church / Precise Grading / SDP 2006-860; SW Corner
of Washington St and Avenue 47
28. 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.
29. If public traffic Panes are required to be closed, this permit is not valid until the permittee submits, to the
Public Works Department, a traffic control plan for review and approval prior to start of construction or
parking on the paved R/W.
30. The permittee is required to provide an informative message board (approved by the City Engineer)
informing the commuters using the affected roadways of possible traffic delays, time of construction, and if
possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start
of traffic delays.
31. As shown on the sketch to the
left, a minimum distance of 18
feet between the surface and
power lines must be kept at all
time.
L ---------------i
32. 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.
Special Conditions Page 5 of 8
PERMIT NO. 10023
St. Francis of Assisi Catholic Church / Precise Grading / SDP 2006-860; SW Corner
of Washington St and Avenue 47
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is riot 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.
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.
33. 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 coveted by steel plating.
34. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
Special Conditions Page 6 of 8
PERMIT NO. 10023
St. Francis of Assisi Catholic Church. / Precise Grading / SDP 2006-860; SW,
Corner of Washington St and Avenue 47
35. Access and egress to all local properties shall be maintained at all times.
36. 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 -3/4" max medium
asphalt concrete as the base course lift and a City approved Y2" 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
removal lines.
• For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to the lane line striping, whichever is greater.
• For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of 3/4" max medium asphalt concrete shall be installed from saw -cut edge to
saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left
0.10' low in anticipation of grinding and capping.
F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be
replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer.
Affected traffic signal loops shall be removed and replaced in kind. The finished pavement
surface shall be smooth, consistent, and shall conform to the surrounding grades.
Special Conditions Page 7 of 8
PERMIT NO. 10023
St. Francis of Assisi Catholic Church / Precise Grading / SDP 2006-860; SW
Corner of Washington St and Avenue 47
37. 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.
38. 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.
39. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
40. 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.
41. 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 8 of 8
Developing Visions
urto Landmarks
Owner: St. Francis of Assisi Project: St. Francis of Assisi Frontage Road Widening
Tom Ward 47-225 Washington Street
47-225 Washington Street La Quinta, CA
La Quinta, CA
760-564-1255 Description: St. Francis of Assisi Frontage Road Widening
Architect: Watson Engineering
50-200 Monroe Street Bid Number: 1242 September 22, 2011
Indio, CA 92201
760-342-7766
Plans Dated: Aug. 23, 2011
Site Area 5,172 S.F.
WE ARE PLEASED TO SUBMIT A LUMP SUM QUOTATION TO PROVIDE LABOR, MATERIALS, AND EQUIPMENT FOR THE
FOLLOWING ITEMS OF WORK AS DESCRIBED BELOW:
PER PLAN REVISED PRECISE GRADING PLANS PREPARED BY WATSON ENGINEERING RECEIVED AUGUST 23,'20-11,2011
CONSISTING OF SHEETS 2 & 3 OF 6 ONLY,
BASE BID:.$ 61,615
EXCLUSIONS:
PERMITS, FEES, DESIGNS, PLANS, ENGINEERING, TESTING, AND ADA INTERPRETATION AND ASSESSMENT. SEE
ATTACHED SCOPE OF WORK FOR ADDITIONAL EXCLUSIONS AND CLARIFICATIONS.
Accepted 'St. Francis of Assisi AOR.BY:BYTom Ward
DATE:
39-301 Badger Street, Suite 300 Palm Desert, California 92211
760.360.6632 fax 760.360.5591 orrbuilders.com
State License #693077
Scope of Work
For: St. Francis of Assisi
Project: St. Francis of Assisi Frontage Road Widening
At: 47-225 Washington Street
a9ullders
p
p
City: La Quinta, CA
Attn: Tom Ward
osyslows
Date: September 22, 2011
Est No.:
1242
Bid Due: September 22, 2011
Sq. Ft:
5,172
Time: 3:00 P.M.
Estimator:
Karl Allgeier
.Acct. DESCRIPTION
QUANTITY
$/UNIT
Sub Total
TOTAL
DIVISION 1 - GENERAL CONDITIONS
$
2,381
1100 PERMITS & FEES Reimbursed by Owner
N. I. C.
$
-
$
-
1400 PROJ MGMT & SUPERVISION
1 LS
$
1,510
$
1,510.
1500 FACILITIES / EQUIPMENT
1 LS
$
510
$
510
1540 ROUGH AND GENERAL CLEAN UP
1 LS
$
310
$
310
1700 FINAL CLEAN UP
5,172 SF
$
0.01
$
52
2100 DIVISION 2 - SURVEYIDUST CONTROL
$
3,300
Site Survey Staking / Engineering
1 LS
$
1,800
$
1,800
Traffic Control
1 LS
$
500
$
500
Dust Control'PM 10' Requirements per AQMD
1 LS
$
1,000
$
1,000
2111 HARD DEMOLITION
Included
See Grading
0 LS
$
-
$
2200 GRADING & DEMOLITION
$
15,589
Saw Cut AC & Removal, Remove Existing Cobble,
0 LS
$
-
$
-
Excavation, Fine Grading For PCC Curb & A C Dike
1 LS
$
15,589
$
15,589
2600 AC -PAVING
$
15,852
3" AC Over Compact Subgrade
3539 SF
$
2.310
$
8,175
12"A.C. Dike
64 LF
$
20.000
$
1;280
8" A. C. Dike
370 LF
$
12.000
$.
4,440
4" White Cal Trans Line
463 LF
$
1.85
$
857
Type E Flex Posts
11 EA
$
100.000
$
1,100
2800 LANDSCAPING
Is
1,800
Relandscape & Irrigation
1 LS
$
2,500
$
1,800
39-301 Badger Street, Ste. 300
Palm Desert, CA 92211
Phone (760) 360-6632
SCOPE Saint Francis of Assisi Frontage Rd. R 1 .xIs Fax (760) 360-5591
Page 1 of 2
Scope of Work
For: St Francis of Assisi
Project: St Francis of Assisi Frontage Road Widening
At: 47-225 Washington Street
City: La Quinta, CAB
u 11 der s
Attn: Tom Ward
Contractors a Developers
Date: September 22, 2011
Est No.: 1242
Bid Due: September 22, 2011
Sq. Ft.: 5,172
Time: 3:00 P.M.
Estimator: Karl Allgeier
Acct. DESCRIPTION
QUANTITY $/UNIT Sub Total
TOTAL
3020 CONCRETE -SITE & SIGNS
$
20,159
3 T Wide Valley Gutter & 6" Cl 2 Base
160 LF $ 12.75 $ 2,040
41 10" Curb
205 LF $ 15.00 $ 3,075
48 4" PCC Paving With Embedded Existing Rock
wl Maximum 112" Exposed
1422 SF $ 7.00 $ 9,954
45 36" PCC Concrete Cut -Off Wall
62 LF $ 25.00 $ 1,550
49 Concrete Disapators - Rip Rap
225 SF $ 12.00 $ 2,700
37 4" Diam. Concrete Filled Bollards With Chain
2 EA $ 345.00 $ • 690
35 Road Closed Sign
1 EA $ 150.00 $ 150
DIVISION 16 - ELECTRICAL
16100 ELECTRICAL
N. I. C.
None
0 LS $ - $
SUB TOTAL OF CONSTRUCTION COSTS
$
59,081
Liability Insurance
$
354
Overhead
$
1,230
Contractors Fee
$
950
TOTAL OF CONSTRUCTION PROPOSAL
$
61,615
1001 Contingency/EquipmenVMaterials/Labor
TOTAL OF CONSTRUCTION PROPOSAL
$
61,615
Performance Bond'
$
_
1003 Builders Risk Insurance
$
_
GRAND TOTAL OF CONSTRUCTION PROPOSAL
$
61,615
CLARIFICATIONS & EXCLUSIONS:
1 Work to be Completed during Normal Business Hours.
2 Permits, Design Fees, and All Consultants Fees Are Excluded.
3 Architectural and Engineering Fees are Excluded..
4 "ADA Interpretation and Assessment' Is Excluded.
5 City of La Quinta or Other Agency Inspection Fees are Excluded.
6 Pricing Based On Non-Prevaling Wages.
7 Excludes A..C. Pavement Grinding & Overlay.
8 Bid Based On 1 Move -In.
9 All Indirect Costs Responsible by Owner.
39-301 Badger Street, Ste. 300
Palm Desert, CA 92211
Phone (760) 360-6632
SCOPE Saint Francis of Assisi Frontage Rd. R 1 .xIs Fax (760) 360-5591 Page 2 of 2
ORR BUILDERS 39-301 Badger Street, Ste 300 Palm Desert, CA 92211 39719
1.006111 ST FRANCIS-ROADaWIDE:FEE 1948.00 1948.00
1948.00 1948.00
Vendor: CITYLQ CITY, OF LA QUINTA Check Date.10/06/2011 #.397.19
i�— CANYON NATIONAL BANK 39719
D a 39-301 BADGER STREET, SUITE 300 1711E Palm Canyon Or
'' PALM DESERT, CALIFORNIA 92211 Palm Springs, CA 92264 DATE ' CHECK NO.
' , PHONE: 360-360-6632 .10/06/2011 39719
/ B g�� 90-4278/1222
Develop nq Visions. -
Jnto Landmarks -AMOUNT
$ *****1,.94$.00: 8
**One Thohs.and Nine Hundred Forty Eight & 00/100 Dollars
a
PAYrO CLTY OF , LA QUINTA
ORDER P . O : BOX •1504
OF LA QUI:N.TA CA 92253
WV G
W
`fp S4
119039?1911' i:L22242?8EP:0LL0003?)80112
r
ORR BUILDERS 39-301 Badger Street, Ste 300 Palm Desert, CA 92211 39719
1.006111 ST FRANCIS-ROADaWIDE:FEE 1948.00 1948.00
1948.00 1948.00
Vendor: CITYLQ CITY, OF LA QUINTA Check Date.10/06/2011 #.397.19
i�— CANYON NATIONAL BANK 39719
D a 39-301 BADGER STREET, SUITE 300 1711E Palm Canyon Or
'' PALM DESERT, CALIFORNIA 92211 Palm Springs, CA 92264 DATE ' CHECK NO.
' , PHONE: 360-360-6632 .10/06/2011 39719
/ B g�� 90-4278/1222
Develop nq Visions. -
Jnto Landmarks -AMOUNT
$ *****1,.94$.00: 8
**One Thohs.and Nine Hundred Forty Eight & 00/100 Dollars
a
PAYrO CLTY OF , LA QUINTA
ORDER P . O : BOX •1504
OF LA QUI:N.TA CA 92253
WV G
W
`fp S4
119039?1911' i:L22242?8EP:0LL0003?)80112
See below for Finance Revenue Codes
4
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.
FILE COPY
DATE: 9/24/2010
LOCATION OF CONSTRUCTION: SDP 2006-860; St. Francis of Assisi Catholic Church
PURPOSE OF CONSTRUCTION: Precise Grading
DESCRIPTION OF CONSTRUCTION: See Plan Set No. 10030
DIMENSION OF INSTALLATION OR REMOVAL: See Plan Set No. 10030
APPROXIMATE TIME WHEN WORK WILL BEGIN:. 10/1/2010
Subdivision Improvement Permit - Class III
Minor Improvement Permit - Class IV
Lot; SW Corner of Washington St and Avenue 47
TIME OF COMPLETION: 1/11/2011
ESTIMATED CONSTRUCTION COST: $759,354 (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 occuring 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-
7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at
least twenty-four (24) hours prior to the anticipated inspection.
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.
Orr Builders - David Narz
Name of Applicant
Orr Builders
Name of Contractor and Job Foreman {
6930771 �)
Contractor's License Number
of Applicant or
39-301 Badaer St.. Suite 300. Palm Desert. CA 92211
Business Address
r r
Palm Desert, CA 92211
(760) 360-6632 x226
Telephone No
760-360-6632
Telephone No.
1395
City Business License No
Interstate Fire & Casualty Company i SGL -1002069
Applicant's Insurance Company Policy Number
FEES Subdivision Improvement Permit - Class I
Minor Improvement Permit - Class I
Finance Revenue Code
Inspection Fee EE=1
$22.781.00
Permit Fee EE=1
$100.00
As -Built Deposit E-A
$1,000.00
Cash Deposit -Surety Bond, E_B
$0.00
if required
I
TOTAL
$23,881.00
Public Improvements: 3% of estimated construction costs
Private Improvements: 3% of estimated construction costs
PERMIT NUMBER: 10023
DATE ISSUED: j P - % - 10,
EXPIRATION D E: . I 1
BY: J
WORK INSPECTED BY*:
PERMIT COMPLETION DATE":
. If the work is covered by a Subdivision Improvement Agreement, Subdivider
shall request final acceptance of improvements from the City Council. <
City Of La Quinta.
18495 Calle Tampico
Planning Department,
Lala Quinta CA 9225392253
11°00 L44411' 1; 1 2 2 2 38 2001: L000 4 68 6 2 711°
y- JF
1444
A
City Of La Quinta.
18495 Calle Tampico
Planning Department,
Lala Quinta CA 9225392253
11°00 L44411' 1; 1 2 2 2 38 2001: L000 4 68 6 2 711°
y- JF
1444
ST FRANCIS, OF ASSISI PACIFIC WESTERN BANK
47225 WASHINGTON STREET 74750 HWY 111
INDIAN WELLS, CA 92210
LA QUINTA, CA 92259
90-3820/1222
NUMBER
y!
PAY '"Twenty -Three Thousand Eight Hundred Eighty -One and 00/ 100 Dollars-****
1E
annouruT i
TO THE
ORDER OF***±
09/30/2010
a+*•
$.2.3,881.00 .
.
s
City Of La Quinta.
18495 Calle Tampico
Planning Department,
Lala Quinta CA 9225392253
11°00 L44411' 1; 1 2 2 2 38 2001: L000 4 68 6 2 711°
y- JF
Date: 9-24-2010
T4hf 4 4 a"
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Tract No: a 504& Project Name: St. Francis Assisi Catholic Church 'P'g
Vicinity: SW Corner of Was Ington Street and 47th Avenue
Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.)
'-Qc('se
Description of Construction (i.e.: See Plan Set No. 01234) ppb -Base
M exls Ing o ,
Dimension of Installation or Removal:
too
Approximate Construction Start Date: 9-27-2010
Approximate Construction Completion Date: 01-11-2011
Estimated Construction Cost: $ 1-959;666-66- -759 393$
Estimated Construction Cost shall include the removal of all obstructions, mate als, and debris, back -filling, compaction and
placing permanent resurfacing and or replacing improvements
Contact Name: David Narz Phone Number: (760) 360-6632
Name of Applicant/Owner: Orr Builders
Applicant Address: 39-301 Badger Street, Suite 300, Palm Desert, CA 92211
Applicant Telephone Number: (760) 360-6632 ext. 226
Applicant E-mail Address: dnarz@orrbuilders.com
Name of Contractor: Orr Builders
Contractor Address: 39-301 Badger Street, Suite 300, Palm Desert, CA 92211
Contractor Telephone Number: (760) 360-6632
Contractor State License Number: 693077
Contractor City Business License Number: 1395
Contractor E-mail Address: borr@orrbuilders.com
►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED .4
Applicant or Contractor General Liability Insurance Company:
Interstate Fire & Casualty Company
Applicant or Contractor General Liability Insurance Policy Number:
SGL -1002069
Office Use Only:
Inspection Fee:
Permit Fee: I l 00
As -Built
1 0O v
Deposit
D
Dust Control
Deposit:
Credit
Amount:
TOTAL FEE DUE:
g ^ c9
T o� 3 , ss
Office Use Only:
Assigned Permit Number: 1002-3
Approval Date:
Expiration
Issue
Date:
Administrative Authority:
L.+
GrA4 -%.�
V a,„ 5e4 &Jo .
10030
Developing Visions
into Landmarks
Builders
Owner: St. Francis of Assisi Project: St. Francis of Assisi Sitework
John Vuksic 47-225 Washington Street
47-225 Washington Street La Quinta, CA
La Quinta, CA
760-779-5393 Description: St. Francis of Assisi Sitework
760-779-5395
Architect: John Vuksic
Prest-Vuksic Architects, Inc. Bid Number: 1129 August 25, 201
44-530 San Pablo Ave., Suite 200
Palm Desert, CA 92260.
760-779-5393
Plans Dated: Aug. 18, 2010
Site Area 370,615 S.F.
WE ARE PLEASED TO SUBMIT A LUMP SUM QUOTATION TO PROVIDE LABOR, MATERIALS, AND EQUIPMENT FOR.THE
FOLLOWING ITEMS OF WORK AS DESCRIBED BELOW:
PER PLAN PREPARED PREST VUKSIC ARCHITECTS RECEIVED DATED AUGUST 18, 2010, CONSITING OF SHEETS
T1.1,A1.1,A1.2,E1.0,E2.0,E3,0,& T1.O. REVISED PRECISE GRADING PLANS PREPARED BY WATSON ENGINNERING RECEIVE
AUGUST 18, 2010, CONSISTING, OF SHEETS 1,2,3,4,5, & 6. PM10 PLAN, & STORM WATER POLLUTION PREVENTION PLAN.
LANDSCAPE & IRRIGATIONS PLANS PREPARED BY HSA DESIGN GROUP RECEIVED AUGUST 18, 2010, CONSISTING OF:
SHEETS TS,L1.1, L1.2,L1.3,L2.1,L2.2,L3.1,L3.2,L3.3,L4.1, & L5.1. GEOTECHNICAL INVESTIGATION PREPARED BY SLADDEA'IC
ENGINEERING DATED JANAURY 30, 2006. ADDENDUM NO. 1 RECEIVED JUNE 24, 2010 AND ADDENDUM NO. 2 RECEIVED
JUNE 29, 2010. ADDENDUM NO. 3 RECEIVED JULY 8, 2010. ADDENDUM NO.4 RECEIVED JULY 15, 2010. ADDENDUM NO. 5
RECEIVED JULY 23, 2010, ADDENDUM NO. 6 RECEIVED JULY 30, 2010, AND COMPLETE NEW SET DRAWINGS, ADDEN'DUIV
NO.7 RECEIVED AUGUST 13, 2010 WITH A COMPLETE APPROVED SET OF PLANS, & ADDENDUM NO. 8 RECEIVED AUGUS
19, 2010. .
BASE BID: $ 1,059;000
ALTERNATES:
1 Lighting Control No. 1 $ 2,183
2 Lighting Control No. 2 $ 3,531
EXCLUSIONS: t
PERMITS, FEES, DESIGNS, PLANS, ENGINEERING, TESTING, AND ADA INTERPRETATION AND ASSESSMENT. SEE
ATTACHED SCOPE OF WORK FOR ADDITIONAL EXCLUSIONS AND CLARIFICATIONS. S
Accepted St. Francis of Assisi ORRDERS
BY: BY:
Boa rr
DATE:
39-301 Badger Street, Suite 300 Palm Desert, California 92211
760.360.6632 fax 760.360.591 orrouilders.com
SULLC Li^,em, #693057
� 35A
Scope of Work
For: St. Francis of Assisi
Project: St. Francis of Assisi Sitework
At: 47=225 Washington Street
City: La Quinta, CA
Attn: John Vuksic
Date: August 25, 2010
Bid Due: August 25, 2010
Timer 1:00 P.M.
Est No.:
Sq. Ft.:
Estimator:
--
B u I I d e r s
ConVadors d Developers
1129
370,615
Karl Allgeier
Acct. DESCRIPTION
QUANTITY
$/UNIT
Sub Total'
TOTAL
DIVISION 1 - GENERAL CONDITIONS
$
41,231
1100 PERMITS & FEES Reimbursed by Owner
N. 1. C.
$
-
$ -
1400 PROJ MGMT & SUPERVISION
1 LS
$
18,144
$ 18,144
1500 FACILITIES / EQUIPMENT
1 LS
$
17,754
$ 17,754
1540 ROUGH AND GENERAL CLEAN UP
1 LS
$
1,626
$ 1,626•
1700 FINAL CLEAN UP
370,615 SF
$
0.01
$ 3,706
2100 DIVISION 2 - SURVEY/DUST CONTROL
$
23,400
Site Survey Staking / Engineering
1 LS
$
8,400
$ 8,400
Soils Testing & Inspections / Comp.Reports -Add No. 2
0 LS
$
6,500
$ -
Special Inspections / Testing (Concrete)- Allowance
0 LS
Special Inspections / Testing. (AC Pay.) - Allowance
0 LS
Barricades - In Grading
0 LS
$
-
$ -
Traffic Control - In Grading
0 LS
$
-
$ -
Erosion Control In Grading
0 LS
$
-
$ -
Dust Control 'PM 10' Requirements per AQMD
1 LS
$
15,000
$ 15,000
2111 HARD DEMOLITION
Included
See Grading
0 LS
$
-
$ -
2200 GRADING
$
117,553
Clear & Grub Area, Cut & Fill,
0 LS
$
-
$ -
Pre -Water Site, Mobilize, Import,
0 LS
$
-
$ -
Finish Grade For Concrete & Paving
0 LS
$
-
$ -
& Track Out Plates and & Sandbags
1 LS
$
117,553
$ 117,553•
15-06 a
� �-T 53
13 a,;;53
39-301 Badger Street, Ste. 300
Palm Desert, CA 92211
Phone (760) 360-6632
SCOPE Saint Francis of Assisi Sitework Fax (760) 360-5591 Page 1 of 6
Scope of Work
For: St. Francis of Assisi
Project: St. Francis of Assisi Sitework
At: 47-225 Washington Street
City: La Quinta, CA B u i l d e r s
Attn: John Vuksic Contractors d Developers
Date: August 25, 2010 Est No.: 1129
Bid Due: August 25, 2010 Sq. Ft.: 370,615
Time: 1:00 P.M. Estimator: Karl Allgeier
Acct. DESCRIPTION QUANTITY $/UNIT Sub Total TOTAL
2550 SANDBLAST is 1,800
Sandblast 6 Each Light Poles 1 LS $ 1,800.00 $ 1,800
8ui(dc�
2550
SITE UTILITIES
5, 6,
Storm Drainage
11
Maxwell Draiange System - 2 Each
LS Dwg.
2" Water Service Tap T Existing
$
A C Patch Back
$ 101,150
1 LS
$
70,050.00
$
70,050
1 LS
$
25,000.00
$
25,000
1 LS
$
2,100.00
$
2,100
1 LS
$
4,000.00
$
4,000
2600 AC -PAVING
1 3" AC over 4.5" Class II Base Material 105, q53-102356 SF $
23 4" Crushed Aggregate Base x-73 .40085 SF $
26 Slurry Seal Exisitng Pavement 4 3633 SF $
SCOPE Saint Francis of Assisi Sitework
39-301 Badger Street, Ste. 300
Palm Desert, CA 92211
Phone (760) 360-6632
Fax (760) 360-5591
1.748 $
178,918
0.527 $
21,125
0.830 $'
3,015
1x1,15-0
�031Dy 8
3b4, 20 7
Page 2 of 6
Scope of Work
For: St. Francis of Assisi
Project: St. Francis of Assisi Sitework
At: 47-225 Washington Street ---
City: La Quinta, CA IS u I I d e r s
Attn: John Vuksic Contractors&Developers
Date: August 25, 2010 Est No.: 1129
Bid Due: August 25, 2010 Sq. Ft.: 370,615
Time: 1:00 P.M. Estimator: Karl Allgeier
Acct. DESCRIPTION QUANTITY $/UNIT Sub Total TOTAL
2610 STRIPING & SIGNAGE i
Sandblast Confliciting Stalls Per GP # 6
P.1 -6t Stall Duble-Hairpin
H.C. ADA Striping
H.C. ADA Striping W/Van
Paint X -Hatching ADA Access w/12" 9'
Paint X -Hatching ADA Access w/12" 23' x 9'
Paint Limit Line -12"
Paint Cross Walk
Paint Channelizing Line Double Yellow
Paint Channelizing Line 4" White Dash
Paint Parking Stall Center Line
Fire Line Curb Paint Red
Paint Legend: Arrow Dir. Straight
Paint Legend: Arrow Dir. 1 Left/ 1 Right
HC Parking Signs w/ Post & Ftg
HC Parking'Signs Van w/ Post & Ftg
HC Parking Signs Site Access/Tow w/ Post & Ftg
Accessibile Posted Sign'H.C.Entrance'
Concrete Wheel Stops
Separate Move -in
SCOPE Saint Francis of Assisi Sitework
39-301 Badger Street, Ste. 300
Palm Desert, CA 92211
Phone (760) 360-6632
Fax (760) 360-5591
�13/(ct's
Page 3 of 6
Is 13,698
1 LS
$
750.00
$ 750
219 EA
$
13.00
$ 2,847
9 EA
$
50.00
$ 450
8 EA
$
50.00
$ 400
8 EA
$
60.00
$ 480
1 EA
$
70.00
$ 70
3 EA
$
35.00
$ 105
3 EA
$
75.00
$ 225
250 LF
$
1.20
$ 300
300 LF
$
0.45
$ 135
252 LF
$
0.45
$ 113
668 LF
$
1.00
$ 668
2 EA
$
30.00
$ 60
2 EA
$
35.00
$ 70
9 EA
$
175.00
$ 1,575
8 EA
$
175.00
$ 1,400
1 EA
$
180.00
$ 180
1 EA
$
180.00
$ 180
86 EA
$
40.00
$ 3,440
1 EA
$
250.00
$ 250
39-301 Badger Street, Ste. 300
Palm Desert, CA 92211
Phone (760) 360-6632
Fax (760) 360-5591
�13/(ct's
Page 3 of 6
Scope of Work
For: St. Francis of Assisi
Project: St. Francis of Assisi Sitework
At: 47-225 Washington Street
-_
City: La Quinta, CA
B u I I d e r s
Attn:
John Vuksic
ContradorsADevekpers
Date:
August 25, 2010
Est
No.:
1129
Bid Due:
August 25, 2010
Sq.
Ft.:
370,615
Time:
1:00 P.M.
Estimator:
Karl Allgeier
Acct.
DESCRIPTION
QUANTITY
$/UNIT
Sub Total TOTAL
2800
LANDSCAPING
$ 197,000
Irrigation, Lights, and
0 LS
$
-
$
-
Plantings
0 LS
$
-
$
-
90 Days Maintenance
1, LS
$
197,000
$
197,000
3020
CONCRETE - SITE$
148,255
2
6" Curb x 14" Tall
4556 LF
$
9.75
$
4,421/-
44,421/-
3
3
3'1 Wide Valley Gutter & 6" CI 2 Base.
1317 SF
$
4.25
$
5,597/
4
4" Thick PCC Sidewalk
8615 SF
$
3.25
$
27,999/
12
12" x 4" Step Off Strips
714 SF
$
6.50
$
4,641/
15
6' Wide Valley Gutter & 6" Cl 2 Base
192 SF
$
4.25
$
816/
16
6" x 24" Curb & Gutter
382 LF
$
10.90
$
4,164/
17
6" Curb) Face Curb Ends
92 LF
$
8.50
$
782/
18
Truncated Domes
435 SF
$
40.00
$
17,400/
19
Handicap Ramp Scores
9 EA
$
250.00
$
2,250/
8" PCC Drive Approach
242 SF
$
12.50
$
3,025/
Replace Access Ramp Sheet A1.1
1 EA
$
800.00
$
800/
Elect.
30" Diameter Light Pole Base Parking Lot
24 EA
$
575.00
$
13,800
Elect.
30" Diameter Light Pole Base Pedestrian Lights
23 EA
$
720.00
$
16,560 guiidi rL
Type A Light Bases
3 EA
$
500.00
$
1,500
Move -In
1 LS
$
4,500.00
$
4,50
DIVISION 16 - ELECTRICAL
16100
ELECTRICAL$
, 149,070
9
Site Lighting, Painting,
Remove & Salvage Exisitng
1 LS
$
149,070
$
149,070
Parking Lot Lights
6 EA
✓ Included
$
SUB TOTAL OF CONSTRUCTION COSTS
$ 996,215
Liability Insurance
$ 5,977
Overhead
$ 30,066
Contractors Fee
$ 23,370
TOTAL OF CONSTRUCTION PROPOSAL
$ 1,055,629
SCOPE Saint Francis of Assisi Sitework
39-301 Badger Street, Ste. 300
Palm Desert, CA 92211
Phone (760) 360-6632
Fax (760) 360-5591
00v
Page 4 of 6
I
Scope of Work
For: St. Francis of Assisi
Project: St. Francis of Assisi Sitework
At: 47.225 Washington Street
City: La Quinta, CA
Builder
s
Attn: John Vuksic
Cowaams 6 Developers
Date: August 25, 2010
Est No.:
1129
Bid Due: August 25, 2010
Sq. Ft.:
370,615
Time: 1:00 P.M.
Estimator:
Karl Allgeier
Acct. DESCRIPTION
QUANTITY $/UNIT
Sub Total
TOTAL
1001 Contingency/Equipment/Materials/labor
$
(8,669)
TOTAL OF CONSTRUCTION PROPOSAL
$
1,046,960
Performance Bond
$
12,040
1003 Builders Risk Insurance
$
_
GRAND TOTAL OF CONSTRUCTION PROPOSAL
S
1,059,000
ALTERNATES:
1 Lighting Control No. 1
Add $
2,183.00
2 Lighting Control No. 2
Add $
3,531.00
39-301 Badger Street, Ste. 300
Palm Desert, CA 92211
Phone (760) 360-6632
SCOPE Saint Francis of Assisi Sitework Fax (760) 360-5591 Page 5 of 6
Scope of Work
For: St. Francis of Assisi
Project: St. Francis of Assisi Sitework
At: 47-225 Washington StreetCity:
AD—
La Quinta, CA
B u i l d e r sAttn:
John Vuksic
onUmors d Developers
Date: August 25, 2010
Est No.:
1129
Bid Due: August 25, 2010
Sq, Ft,:
370,615
Time: 1:00 P.M.
Estimator:
Karl Allgeier
Acct. DESCRIPTION QUANTITY
$/UNIT
Sub Total TOTAL
CLARIFICATIONS & EXCLUSIONS:
1 Work to be Completed during Normal Business Hours.
2 Permits, Design Fees, and All Consultants Fees Are Excluded.
3 Architectural and Engineering Fees are Excluded.
4 "ADA Interpretation and Assessment" is Excluded.
5 City'of La Quinta or Other Agency Inspection Fees are Excluded.
6 Assume Temporary Parking Lot Elevation is Based on 75. 00.
7 Lighting Controls Option 1 & 2 On Orr Builders Bid Cover.
8 All Indirect Costs Responsible by Owner.
39-301 Badger Street, Ste. 300
Palm Desert, CA 92211
Phone (760) 360-6632
SCOPE Saint Francis of Assisi Sitework Fax (760) 360-5591 Page 6 of 6
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 10023
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 (%") 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 ''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.
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 to the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
® 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
three inches (3") of SC -800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La
Quinta Standard 600 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. 10023
St. Francis of Assisi Catholic Church / Precise Grading / SDP 2006-860; SW
Corner of Washington St and Avenue 47
In addition to the standard permit conditions, the following shall apply:
1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For Public
Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
3. St. Francis of Assisi Catholic Church (Tom Ward) and Orr Builders (David Narz), hereinafter
referred to as "Permittee", shall be responsible for providing continuous dust and erosion control.
Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
5� The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097
before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection.
;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 1st to April 30:
May 1st to September 30:
Monday -Friday
7:00 a.m. to 5:30 p.m.
Saturday
8:00 a.m. to 5:00 p.m:
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 8:30 a.m. nor after 4:30 p.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 City Traffic Signal Maintenance Technician at (760) 250-0571 if signal operation at the intersection
is to be altered in any way.
"8. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the
Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing
frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be
determined to be placed according to the city approved plans.
Special Conditions Pagel of 8
PERMIT NO. 10023
St. Francis of Assisi Catholic Church / Precise Grading / SDP 2006-860; SW
Corner of Washington St and Avenue 47
9. The permittee and/or contractor shall provide surveyor staking information adequate for the City
Inspector to determine horizontal and vertical locations relative to the approved city plans. The
minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall
state the horizontal location relative to building corner and the elevation of the top of hub next to the
lath.
10. Building areas should be overexcavated to a depth of at least X feet (see plans) below existing grade or
X feet (see plans) below the bottom of the footings, whichever is deeper. The exposed surface should be
scarified, moisture conditioned, and compacted so that a minimum of 90 percent relative compaction is
attained. Once deleterious materials are removed, the native material may be placed as controlled
compacted fill. Overexcavation should be observed by a representative of the Geotechnical Engineer of
Record and compaction should be verified by testing. Any deviations from this permit, soils report, or
grading plan must be approved by the City Engineer prior to the construction of the deviations.
11. 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.
12. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to
start of construction, a letter from any owners of the driveways/access ways that will be closed down
due to the construction. The letter must be approved by the city and at minimum state from the owner
the following:
A. Approval of the construction
B. Plan identification
C. Time Frame of Closure
D. Alternative Routes
13. Any land on which Williamson Act contracts apply shall remain undisturbed.
14. The permittee shall place temporary no parking signs along the parking area affected by the
construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and
removed immediately after the construction -completion date.
15. St. Francis of Assisi Catholic Church (Tom Ward) and Orr Builders (David Narz), hereinafter,
hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion
control.
The following Fugitive Dust Control rules shall apply during soil import/export activities:
a. A valid grading permit shall be active at both the import and export site
b. The import/export material during hauling shall be near 70% optimum moisture content.
c. Street cleaning shall occur, as necessary, at import and export location.
d. Trucks hauling export or import material must maintain 6 inches of freeboard and be tarped.
e. The haul route shall be attached to this permit or a City approved plan.
Special Conditions Page 2 of 8
PERMIT NO. 10023
St. Francis of Assisi Catholic Church / Precise Grading / SDP 2006-860; SW
Corner of Washington St and Avenue 47
16. 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 the latest
edition of the Work Area Traffic Control Handbook (WATCH Manual) and the latest version of the
California Manual of Uniform Traffic Control Devices (MUTCD). A traffic control plan shall be
prepared in accordance with the WATCH Manual or under the guidance of the latest version of the
MUTCD and submitted to the City for review and approval 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.
17. 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.
18. 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.
19. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole
cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric Design
of Highways and Streets, 5`h Edition" or latest, in the installation of all appurtenances abutting and within
the public street right-of-way.
20. 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 Assistant Engineer II at 777-7047 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 California 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.
Special Conditions Page 3 of 8
PERMIT NO. 10023
St. Francis of Assisi Catholic Church / Precise Grading / SDP 2006-860; SW Corner
of Washington St and Avenue 47
21. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe
random trench compaction testing performed by a city approved material testing firm. 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. The inspector shall
determine the number and location of the test location/s. The above testing does not relieve the permittee's
responsibility for future repairs due to settlement at and near the locations of the work area. Materials
testing must be performed under direct supervision of a California Registered Civil Engineer.
22. 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.
23. 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
24. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts
provided in Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall be
kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted
work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name
the City as an additional insured.
25. ' The permittee shall not encroach upon private property without prior written approval (submit to the Public
Works Department, attention to the Assistant Engineer II) of the private land owner whom is being
encroached upon.
26. During work hours, the permittee shall provide and maintain a traffic lane that diverts traffic off the paved
roadway. The traffic lane must be located within the existing R/W with the following requirements:
a. Class II Base with a minimum depth of 2"
b. A 6 inch thick subgrade layer compacted to 95% based on ASTM D1557
c. An unobstructed travel width of 10 feet.
d. In addition, a minimum of 5 feet clearance from open trenches.
e. A minimum of 2 feet from vertical obstructions like curbs.
f. Maximum speed of 25 mph
27. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall
inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site.
Special Conditions Page 4 of 8
PERMIT NO. 10023
St. Francis of Assisi Catholic Church / Precise Grading / SDP 2006-860; SW Corner
of Washington St and Avenue 47
28. 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.
29. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the
Public Works Department, a traffic control plan for review and approval prior to start of construction or
parking on the paved R/W.
30. The permittee is required to provide an informative message board (approved by the City Engineer)
informing the commuters using the affected roadways of possible traffic delays, time of construction, and if
possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start
of traffic delays.
Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m.
Traffic control shalt 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 any way.
r- - - - - - - - - - - -
� I
32. As shown on the sketch to the left, a
minimum distance of 18 feet between
the surface and power lines must be
kept at all time.
33. 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.
Special Conditions Page 5 of 8
PERMIT NO. 10023
St. Francis of Assisi Catholic Church / Precise Grading / SDP 2006-860; SW Corner
of Washington St and Avenue 47
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.
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.
34. 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.
35. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
Special Conditions Page 6 of 8
PERNUT NO. 10023
St. Francis of Assisi Catholic Church / Precise Grading / SDP 2006-860; SW
Corner of Washington St and Avenue 47
36. Access and egress to all local properties shall be maintained at all times.
37. 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 t/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
removal lines.
For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to the lane line striping, whichever is greater.
For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of/" 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 7 of 8
PERMIT NO. 10023
St. Francis of Assisi Catholic Church / Precise Grading / SDP 2006-860; SW
Corner of Washington St and Avenue 47
38. 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.
39. 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.
40. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
41. 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.
42. 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 8 of 8
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CITY -OF LA QUINTA
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
C `9tiS 78-495 Calle Tampico • P.O. Box 1504 • La Quinta, California 92247-1504
OF Tt� Phone: 760.777.7075 • Fax:. 760.777.7155
PRE -CONSTRUCTION MEETING ATTENDANCE FORM
Project Name: OF .4,5515/ ei4RoLLL Date:
Project ID: 6Vl&usF- GLR_A0>ti-A J Time: 404
Type of Imp.:r E.P. Permit #: 10®Z3
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p4 1002-3
RECEIVED
OCT 4.7:1010
ORR l3lJiLDGRS
Torres Martinez Desert Cahuilla Indians
Tribal Cultural Resource Program
Fre-F Agreement
St. Francis of Assisi Parkinp, Lot Project
Legal Description: North East Corner of the South East Corner of Section 30,
Township SS,, Range 7E,
1. PARTIES
The parties to this Agreement are the Torres tWartinez Desert Cahuilla Indians
Tribe (hereinafter collectively "Tribe")'and St. Francis of Assisi (Hereinafter "Owner ").
1I. SUBJECT MATTER
This Agreement concerns a project known as the Project Name (hereinafter
collectiVely ".Project) which is described as:
l) . Rough :grade. temporary parking lot
a. Cut soils in excess of 75 feet above sea level and fill areas.under 75 foot
sea level.
b. Install parking lot lighting at new temporary parking lot.
C. Finish product to be type II class base.
?) Remodel. existing dirt parking lot
a. Remove parking lot lights and telephone poles (currently being used as
a perimeter curb).
b. Add soils to bring existing grade to a higher elevation:
C. -Install new concrete curbs, gutters, parking improvements, lights.
d. Asphalt pave (black top) permanent parking lot.
e. Create. retention system to contain on site water during "fi.i'st" rains.
t. Landscape areas outside of parking lot.
[IC. PURPOSE
The purpose of this Agreement is to formalize procedures for the treatment of
Native American human remains, grave goods, ceremonial items, or any other significant
or intact Native American cultural items, in the eVent that any are found durinL,
monitoring in conju.ncti.on with around disturbance for the Project. This Agreement also
fonnalizes procedures for Native American monl.toring activities for all ground disturbing
activities.
This Agreement is entered Into I11 furtherance of protection of Native American
cultural resources, consistent with the California Environmental Quality act
("CEQA"). This Agreement is effective as of the date of signatures below.
IV. CULTURAL AFFILIATION
The Tribe believes in good faith that the Project area consists of land which has
been traced to and traditionally occupied by the Tribe. Any Native American human
remains which are found in conjunction with any ground disturbance for this Project shall
be treated in accordance with SECTION VIJI of this Agreement. Any Native American
cultural items found shall be treated in accordance with SECTION I\ of this Aareement.
Nothin", herein, however, shall be the basis for a claim of ownership of the real property;
as distinguished fi•orn Native American luuman remains and cultural resources.
V. MOST LIKELY DESCENDENT
in the event that Native American human remains are found during development
of this Project; it is understood by all parties to this agreement. that the determination of
In
i4lost Likely Descendent ("NILD") under California Public Resources Code §
5097.98, and will be made by the Native Arneri.can Heritage Commission ("NAFIC" ),
upon notification on the discovery of human remains of Native. American origin at the
Project site. Until that time; the Tribe does not guarantee that the •Tribe, or one of'their
members, will. be so named.
The Tribe believes that; when and if such human remains are discovered in the
Project site, given the location of the site and the history and pre -history or the area,
Ernest Morreo, or another member of the Torres Martinez Desert, Cahuilla Indians Tribe
(Tribe), will be nailed MLD. It has been agreed by the Tribe, and will be relayed by the
Tribe to the NAHC, that, if desi.<_mated by the NAHC, Ernest`ivton•eo \wi:ll serve as MLD.
Should it. be determined by the NA 1C that a member of all Indian Tribe other
than the Torres Martinez Desert Call.uilla Indians Tribe is the MLD, the provisions of this
Agreement relating to the treatment of Native American Human. Remains shall be null
and void in their entirety: however, in such an event; the provisions of Addendum 1. to
this agreement, which is fully servable, shall continue in full force and effect.
VI:. COORDINATION WITH THE COUNT` CORONER OFFICE
The Tribe shall immediately contact the Riverside County Coroner, the
Coordinator, and the City in the event that any human remains are discovered during any
stage of the implementation of the Project. The Tribe shall request that the Riverside
County Coroner provide notification to the NAFIE, as required by California Public
.Resour..ces.Code § 5097.98(a).
VII. TREATVIENT .AND DISPOSITION OF REMAINS
In the event Native American remains are .found during development, and the
Tribe, or a member. of .the Tribe, is determined to be the NI.LD, the following provisions
shall apply.
The Tribe identified as ►`vILD, or whose member is identified as the MLD. shall be
allowed, under California Pubic. Resources Code § 5097.98(a), to:
1. Inspect the site of discovery, and
2. tMake prompt determinations as to the appropriate treatment and
disposition of the Native American human remains, associated grave
roods and cultural items.
The designated Tribe shall complete its inspection within forty-eight (48) hours of
receiving notification from tMonitor or the NAHC.
All parties agree to discuss in good faith what constitutes '`appropriate dignity," as
that tern is used in the applicable statutes. RebUnal of the remains shall comply with
California Public Resources Code §§ 5097.98(a) and. (b) and any other lair•, rule, or
ordinance of any governing agency with jurisdiction over the Project area. The
designated Tribe shall be fully responsible for the prompt disposition and treatment of
Native American human remains.
All parties are aware that the designated Tribe may wish to rebury the Native
American human remains; grave goods, or cultural items, if any are discovered, on or
near the site of their discovery, in an area which will not be. subject to future disturbances
or development over a. prolonged period of time.
The term "human remains" encompasses liiore than hurnan bones, because the Desert
Cahuilla traditions call 'for the ceremonial burning of human remains and animals.
3
Ashes. human remains and associated grave ',roods, lncluding but not limited to animal
bones and other remnants from br11-111n.4 ceremonies found with human remains, are to be
treated In the same manner as human bones or human bone fi-atzments that remain intact.
Should any entity other than the designated tribe possess the remains, even. temporarily,
Such ennty shall, request permission from the Tribe to conduct any testing beyond taking
measurements, documenting the find, and cataloging
VIII. TREATMENT OF CULTURAL ITEMS
Treatment of Native American grave goods and cultural items will reflect the
traditional religious beliefs and practices of the Tribe identified as MLD.
To the extent permitted by the applicable laws, rules, regulations or ordinances of any
governmental agency with jurisdiction over the Project, Owner agree to allow all Native
American and cultural items discovered at the Project to be returned to the Tribe for
appropriate treatment, subject to limited archaeological cataloging as described below.
The cultural items shall be returned to the tribe for their care and disposition at the
Tribe's total discretion. Owner waives any and all claims to ownership of Native
American cultural. items in favor of the Tribe. If temporary possession of cultural items
by any entity or individual other than the Tribe (for example, an archaeologist retained be
the Owner) is necessary, that entity or individual shall not possess those items for longer
than is reasonably necessary. Owner archaeologist shall maintain contact with the
Tribe's designated representative regarding the status and progress of the cataloging of
any cultural items found. Owner shall request Its archaeologist to catalog all found items
in a prompt manner. The items shall be returned under provisions of this paragraph
within 20 days of the completion of cataloging. The Tribe shall be provided with a copy
of the Archaeological Reports and list of artifacts prepared for the Project and shall be
afforded the opportunity to comment on such report before it is finalized.
I.X. NON -DISCLOSURE OF LOCATION OF REBURIALS
It is understood by the parties to this Agreement that unless otherwise required by
Law, the site of any reburial of the.Native American human remains shall not be disclosed
by Owner, or by any third party, except as may be necessary for the future protection and
maintenance of the area successors in interest of that area. The Riverside County coroner
will be asked to withhold public disclosure of information related to such reburial
pursuant to the specific exemption set forth in California Government Code § 6254(r).
.7
X. WORK STATE IMEN'T FOR NATIVE Ai-iER.I:CAN MONITORS
The description of \vork for Native American monitors of the archaeolooical or
geological investig��tions excavation, grading anal any other gY•outui-disturbing operations
at the Project site is attached hereto as Addendum 1; and incorporated herein by
references. Addendum 1 refers to the monitoring cre\v, the limited authority of the
monitoring crew, and provisions.for compensation of the Native American monitors.
XI:. SUCCESSORS AND ASSIGNS
This Acyreemetit shall be binding upon and inure to the benefit of the heirs,
successors, executers, administrators, and assigns of both Owner and the Tribe as
pet -sons and entities obligated to comply with environmental and Cultural/archaeological
,protection laws applicable to the Project.
X:IL. INDEI%INITY & INSURANCE
Tribe and Owner each agree to indem.ni.fy and hold the other harmless and their
respective officers, employees, agents, and representatives from and against liability for all
clai►ns, losses, damages, and. expenses, including reasonable attorneys' fees, to the extent such
eLaims, losses, damages, and expenses are caused by the indemnifying party's negligent acts,
errors, or omissions.v
XIII. SERVERABIL.ITY
Should any part of this Agreement be found by any court or agency of competent
jurisdiction to be affected thereby and shalt be valid and enforceable to the fullest extent,
permitted by Common and Tribal Law.
XIV. CONSIDERATION
In consideration of, and contingent upon Owner compliance with requirements
and promises contain.ed in this Agreement, the Tribe on its own behalf and on behalf of
its members, agree to forgo le -al action;not arising oitt of this Agreement; which could
impede the development of the [project.
XV. NO PRECEDENT
This Agreement is unique to this Project only, and docs not set precedent l:or
other projects.
5
Torres Martinez Desert Cahuilla Indians
Tribal Cultural Resource Program
Pre -excavation Agreement
I hereby, acknowledge receipt of the decisions made in this pre -excavation
document issued on July 16, 2010. By signing this document, :I am hereby
agreeing to keep and uphold all requirements set forth. and mentioned in this
Pre -excavation Agreement, between St. Francis of. Assisi Parking Lot
Proiect and the TMDCI Tribal Cultural Resource Program Representat.ive.
TMDCI Tribal Cultural Resource Representative
.By: Dated: le /-7/1
t -Roland G. Ferrer
TMDCI Planning Director.
St. Francis of Assisi
LO
Dated: Id 1 .//0
ADDENDUM 1
2
ADDENDUM 1
St. Francis of Assisi Parking Lot Project
NATIVE AME RICAN MONITORING FOR GRADING AND ALL
GROUND DISTURBING ACTIVITIES
I. SPECIFICATIONS
Given the sensitivity of the Tribal Cultural Resources in, oi• Tribal Cultural
Resources that may be in the Project area, the Project conditions of approval have
required Native American monitoring during the Projects ground disturbing activities
within the boundaries of the Project area. While exercise of this power is unlikely, the
Native American monitors are empowered to temporarily stop or relocate these project
activities in the immediate area of a cultural resources find, allowing the Project
activities to continue within the remainder of the Project. Any stops or relocations of the
Project activities by the Native American monitors shall be (i) coordinated with the
onsite project superintendent; and (ii) shall be only as necessary to allow in excess of 3
hours. After concurrence with the Torres Martinez Desert Cahuilla Indians Tribal
Resources Program Representative, provided however, that work in the stoppage area
may not resume until the Native American Monitor has had the opportunity to review the
find and discuss it with the Tribal Cultural Resources xepresentative, The parties
acknowledge that nothing in this Agreement lessens their obligations under the Public
Resources .Code.
IL Project to be monitored
'Monitoring shall occur within St. Francis of Assisi Parking Lot Project
Legal Description: North :East Corner of the South East Corner of Section 30; Township.
5S, Range 7E,
It is agreed that the monitoring will be allowed for all archaeological or
geological investigations, excavation, grading, trenching, and natural -ground -disturbing
activities occurring in the development, within the site area noted above.
III. PROJECT CREW SIZE
The Parties to this Pre -excavation Agreement anticipate the need for a Native
American monitoring crew consisting of 1 person. The Coordinator will send 1 Native
American monitor to monitor the Project activity. The number of Native Monitors for
this project shall not exceed 1 person. If, however, the scope of the work changes to
require additional monitors (i.e., simultaneous grading in two (2) different areas or
discovery of a new cultural resource or archaeological site occurs) the Tribe will
negotiate the compensation of more than one monitor with the project proponent. Any
additional .monitoring will be subject to the same terms and conditions, including
compensation, as set forth herein. I.f Native American human remains are found,
coordinating the reburial of those remains, grave goods and cultural items will. be
conducted in accordance with Sections VIII and IX of this Pre -excavation Agreement.
On behalf of the Tribe, Lisa Auciair, Torres Martinez .Desert CahuWa Indians
Tribal Cultural Resource .Program Representative, will act as contact point for
Owner for referral of an appropriate Native .American monitor for the Project, i.e., a
monitor familiar with the cultural resources of the area. The Native Monitor shall be
independent contractor/s and not employees, agents, representatives, or contractors of
Owner. The Tribe recognizes that dangerous conditions can exist on the work site,
particularly during the grading and trenching operations, and shall be informed of these
dangers. The Native Monitors must assume responsibility for his or her personal safety
and compliance with all health, safety laws and regulations, including on-site job rules
and regulations.
Owner shall provide compensation to the Native American Monitor/s at the .rate
of $50.00 per hour. Overtime shall be compensated for the time worked in excess of
forty (40) hours in one week. The payroll period begins at 12:01 am on. Sunday and ends
at midnight on Saturday. Overtime shall be calculated at the rate of one and one-half
times each full quarter hour worked over forty (40) hours in. one week. If monitor is not
needed on die job site, it is the responsibility of Owner to inform cultural resources staff.
Failure to do so will result in a 4 hour show up time in the amount of $200.00 to be
charged to the Owner if monitor shows up on job site. Unannounced work stoppages of
Native American Monitors, which are not due to actions of the Tribe or of the Native
American Monitors, will also be subject to a fee of $200.00. A fee of $250.00 per
occurrence will be paid by Owner if the Tribe's designated MLD is called out, in
accordance to Section V.
A 25% administrative fee will be assessed on each invoice. The Tribal Cultural
:Resource :Program Representative will invoice Owner no more frequently than once a
week, and shall include with such invoice a complete time record for the Native
American monitor, showing the site(s), date(s), and hours of actual monitoring. Owner
will. pay all invoices within 15 business days after receiving the invoice from the Cultural
Representative. Delay in payment of invoices may be viewed by the Tribal Cultural
Resources Director as "non=compliance" with this agreement, and may lead to the
coordination of halting the above: mentioned project: To avoid such actions the project
:Owner shall: iiiake the proper preparations: ahead aF time within'hislher:own, staff to avoid
such instances: All checks sliall be made payable . to: `Torres Martinez Desert
-6ihuWa hndianslCulturul:Resources.
m
CITY OF LAQUINTA
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION No. 0104
78-495 Calle Tampico • P.O: Box 1504 • La Quinta, California 92247-1504
Phone: 760.777.7075 • Fax: 760.777.7155
CONSTRUCTION NON-CONFORMANCE / DEFICIENCY NOTICE
This form documents construction work that is in non-conformance and/or deficient with the requirements of the City of La Quinta. Failure to
correct noted items will prevent further City inspections, acceptance of work or release of any or.all improvement securities held by the City of La
Quinta. All required improvements constructed shall be per all applicable City of La Quinta Standards, the Subdivision Improvement Agreement,
Conditions of Approval, and approved Plans and Specifications. The contractor/owner assumes all responsibility and costs associated with the
removal and replacement of improvements not meeting the requirements of the City of La Quinta. Failure to correct items in a timely manner may
result in suspension of all work and/or referral to the Code Enforcement Department for further actions up to and including citations and/or'other
legal remedies.
Project Name:_ F,d�¢11/G/' �i Project ID No.: /f7V0:5
Contractor/Owner: dAr-_-
NON-CONFORMANCE / DEFICIENT WORK
Grading Operations ❑ Storm Drainage Improvement ❑ On-site Street Improvement - ❑ Off-site Street Improvement
❑ Fugitive Dust Control PM10 ❑ Failure to Call Inspection Hotline
11114*I 112-asT►r
XOther.
SGL �l
All identified and related construction activity as described above shall be considered as non -conforming and/or deficient work until corrected by the
contractor/owner to the satisfaction of the City of La Quinta. The contractor/owner acknowledges that all work completed after receipt of this
Construction Non-Conformance/Deficiency Notice is considered "at -risk" and subject to removal upon demand by the Public Works Department, if
found to be unacceptable. Construction deficiencies will not be considered corrected until the contractor/owner has received approval from the City
Engineer or from an authorized agent inykTfublic Works Department.
Contractor Awner's Representative D e. Authorized City Representative4)atd
f
151 Notice ❑ 2"d Notice ❑ Stop Notice (Cease All Work)
Contact City of La Quinta upon correction of deficiencies
correction of deficiencies.
Bottom form shall be completed
I
i
i
I
f
by City of La Quinta Public Works Inspector upon
WHITE COPY • OWNER / CONTRACTOR YELLOW COPY • OWNER / CONTRACTOR PINK COPY • CITY
`'4 � ..i-' - - t.9 _�...r �i�` n .. _r. _r 7.�1�f.,r-!�,:. "'�.- `1- �'ls,�_ti ..A �• �'..
0 CITY,OF LA QUINTA
s PUBLIC WORKS DEPARTMENT
w ENGINEERING DIVISION No. 0104
C 78-495 Calle Tampico • P.O. Box 1504': La Quinta; California 92247-1504
of Tt�9 Phone: 760.777.7075• Fax: 760.777.7155
{ CONSTRUCTION' NON-CONFORMANCE / DEFICIENCY NOTICE
This form documents construction work that is in non-conformance and/or deficient with the requirements of the City of La Quinta. Failure to
correct noted items will prevent further City inspections, acceptance of work or release of any or all improvement securities held by the City of La
Quinta.; All required improvements constructed shall be per all applicable City of La Quinta Standards, the Subdivision Improvement Agreement,
Conditions of Approval, and approved Plans and Specifications. The contractor/owner assumes all responsibility and costs associated with the
removal and replacement of improvements not meeting the requirements of the City of La Quinta. Failure to correct items in a timely manner may
e result in suspension of all work and/or referral to the Code Enforcement Department for further actions up to and including citations and/or other
legal remedies.
Project Name: ' ✓/ `,/!/C/� �/�l/��c�/ Project ID No.:
Contractor/Owner.
�� NON-CONFORMANCE/ DEFICIENT WORK
Grading Operations ❑ Storm Drainage Improvement ❑ On-site Street Improvement ❑ Off-site Street Improvement
❑ Fugitive Dust Control PVO ❑ Failure to Call Inspection Hotline Other w/ifllov-5-op fit�E,4Z
nFArRIPTimu
�l�it/i,%G�L�O� � �//�i�%� >O /G�107/� G,j'/✓T�%ly �io��il� �z�.v�►
DF ' Z.¢
All identified and related construction activity as described above shall be considered as non -conforming and/or deficient work until corrected by the
contractor/owner to the, satisfaction of the City of La Quinta. The contractor/owner acknowledges that all work completed after receipt of this
Construction Non-Conformance/Deficiency Notice is considered "at -risk' and subject to removal:upon demand by the Public Works Department, if
found to be unacceptable. Construction deficiencies will not be considered corrected until the contractor/owner has received approval from the City)
Engineer or from an authorized agent in �he ublic Works Department.
ORR
Contractor 4wner's Representative f D e Authorized City Representative I Date
1 st Notice ❑ 2nd Notice ❑ Stop Notice (Cease All Work)
CONSTRUCTION NON-CONFORMANCE / DEFICIENT FORM o
CORRECTIVE ACTION
All non-conformance/deficiencies noted herein have been corrected -and meet City of La Quinta istandards. Construction activity may commence in
accordance with scheduled inspections.
Contractor
Owner's Representative Date
Public Works Inspector . • Date
WHITE COPY • OWNER / CONTRACTOR YELLOW COPY • OWNER / CONTRACTOR PINK COPY • CITY
t
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City of -La :Quinta
Public Works Engtnwnng Department
Inspector's Daily. Log
ComMerciaUResidential:Development'
Dam:
Cr
Weather: Clear❑ Cloudy.❑ Rain Overcast
fempemture Range: 7S�aa' . Wind: Still Q Moderate El High ❑
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Sladden Engineering 53787
Buena Park Coachella Valley_ Beaumont. Hemet
(714) 523-0952 (760) 863-0713 (951) 845-7743 (951) 766-8777
FIELD MEMO,
Project Name S4- �;C-fv-"s C_tnuhr(-�- Client
Site Address C- a tn'.m, .A
Job Phone
Work Done
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Test Summary / Footings Inspected
Date 10- IY-//
Job No
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No.
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Density.
Moist
%
% Relative
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pcf
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Comments:
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Field Tech.
Su er. or Agent
24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service.
REV.OB/10
Darer
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pity of La Quinta
Public Works Engineering Department
Inspector's Daily Log
Commercial/Residential.Development
44 .
Weather. Clear 10 Cloudy ❑ Rainy Overcast ❑..
rem,perature Range: &8:-1 f Wind: Still Moderate � High ❑
DAY ;T eJ- I'Vo 72n o
Title: C MftudZ pit ane
Page. of
Date:.
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M 13
City .of •La Quinta
Public Works Engineering Department
Inspector's Daily Log
Commercial/Residential.Development'
F� 7
Weather: Clear ® Cloudy E]Rainy .. ElOvercast ❑..
Temperature Range: Wind: Still ❑ Moderate ❑ High ❑
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Date: 10-13-2,0111
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City .of -La Quinta
Public Works Engineering Department
Inspector's Daily Log
CommerciaVResidential.Development
Weather: Clear,' Cloudy Cl Rainy. .. C] Overcast ❑..
Temperature Range: 48-5,p Wind:.StilI1 0 Moderate Q High ❑
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By;
Title:
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Page of
City ' Of -La :Quanta
Public Works Engineering Department
Inspector's Daily Log
ComrnerciaVResidenuai.Develonment
Dare: /b=/1-.Zo ! .l
Weather. Clear Cloudy ❑ Rainy --F] Overcast ❑..
Temp�emture Range:k8-/o.3 Wind: Still El Moderate Q High ❑
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City. of -La :Quanta
Public Works Engineering Department
Inspector's Daily Log
Commercial/Residential.Development
Date: 6 //U
Weather: Clear C]Cloudy ❑ Rainy El Overcast ❑..
T . .W . TH F S Temperature Range: Wind: Still Moderate E High ❑
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By: Title: ConetcudZm A.
Page of
City of La Quinta
Public Works Engineering Department
Inspector's Daily Log
-*� / Comniercial/Residential.Development'
Date: �,.oi c� G %
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�l CSD 23
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cf 49
08 It