71394
ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
See below for Finance Revenue Codes
---- /j
JUA 0, ?�Ol
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water m other liUe public
works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. /
Subdivision Improvement Permit - Class III
Minor Improvement Permit Class IV
DATE:June 29, 2007
LOCATION OF CONSTRUCTION (Street address or Description): 50-503 Mandarina; TM 24890-1 Citrus Country Club Clubhouse
PURPOSE OF CONSTRUCTION: Precise Grading [Renovations / Addition to Clubhouse
DESCRIPTION OF CONSTRUCTION: See PSN 07108
DIMENSION OFINSTALLATION OR REMOVAL: See PSN 07108
APPROXIMATE TIME WHEN WORK WILL BEGIN:July 2, 2007 TIME OF COMPLETION:Oct 28, 2007
ESTIMATED CONSTRUCTION COST: $58,000 (Including removal of all obstruction, materials, and debris, backfilling, compaction
and placing permanent resurfacing and/or replacing improvements)
COMMENTS
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any
and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or
property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777-
7075.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City
of La Quinta and to pay for any additional replacement necessary as the result of this work.
Signature of Applicant or Agent
TMC Company, Inc - Trevor Murphy 23382 Madero Road, Suite F, Mission Viejo, CA 92691 (949) 600-7020
Name of Applicant (please print) Business Address Telephone No.
Same as above
Name of Contractor and Job Foreman Business Address Telephone No.
Contractor's License No.
102133
City Business License No.
Admiral Insurance Co. CA00000794002
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit - Class III
Minor Improvement Permit - Class IV
Finance Revenue Code
Inspection Fee
E=1
$1740.00
Permit Fee
EE=1
$100.00
As -Built Deposit
E=A
$1000.00
Cash Deposit -Surety Bond,
EE=B
$0
if required
TOTAL
$ 2840.00
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
See attached schedule
PERMIT NO.% 1 39
DATE APPROVED: LJul(g �-4 ;xoo7
:: �JT EXPIRATI N DATE;>009
BY:
Administrative Authority c<4Q
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PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Late: CoVA fvy C I"
Tract No: , '-A Ba O Project Name: /'C_L'!-�l.b
Vicinity:1!�57D-4;p 3
RECEIVED
fN 2 8 2007
WORKS
Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.) Pvu(S.9 GraoG_�) KO �aYI-s
Description of Construction (i.e.: See PlanSet No. 01234)See_O -1 t D g
Dimension of Installation or Removal:2 .
Approximate Construction Start Date:.�-
Approximate Construction Completion Date: I 2i- A — tO r-A7-
Estimated Construction Cost: $ N?L Ann
Estimated Construction Cost shall include the removal of all o ctions, materials, and debris, back -filling; compaction and.
placing permanent resurfacing and or replacing improvements
Contact Name: .1 `m C C_uM -r-^'C .Phone Number: qyq :-
Name of Applicant/Owner: --im
Applicant Address:
Applicant Telephone Number: Wk-r'no-=D-2.D.
Applicant E-mail Address: yj e �,� `.I },= _ r o,,
►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED 4
Applicant or Contractor General Liability Insurance Company:
_�LSu Otis Sg_'J' �: •.�NA�Ie h s
Applicant or Contractor General Liability Insurance Policy Number:
C`' R b 0 p C) `�- GI `-! CEO
Office. Use Only: Office Use Only:
Inspection Fee: t -7 L4C Assigned Permit Number.
Permit Fee: t vo Approval Date:
As -Built
l D 00
Deposit:
Dust Control
Deposit:
`(
Credit
Amount:
4
0
Expiration
Date:
Issue
Date:
Administrative Authority:
TOTAL FEE DUE:
FOR PERMrr.doc
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 7139
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 %") 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.
P
❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the placement of the temporary pavement exceed a five (5) day limit.
® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 3 ) inches of A.0 surfacing placed on a ( 6 )
inch ( crushed ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair.
❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon
completion of permanent repairs.
® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished
by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It
shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The
stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes
necessary to. restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate
signs, flagmen and or barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or
equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method.
Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California,
dated January 1973.
PERMIT NO.7139
Citrus Country Club Clubhouse / Precise Grading & Renovations /.Tract No.
24890-1; 50-503 Mandarina
In addition to the standard permit conditions, the following shall apply:
l . Pursuant to Section 14.16.320.of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For Public
Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. This permit or copy of it shall be on the work site (usually the job .trailer) for inspection during the
actual work performed.
3. TMC Company, Inc — Trevor Murphy, hereinafter referred to as "Permittee", shall be responsible for
providing continuous dust and erosion control.
4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the
work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of
equipment within one-half mile of human occupancy shall be performed only during the following time
periods:
October 1 st to April 30:, Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 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.
6. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3
p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact
the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at
the intersection is to be altered in any way.
7. 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.7139
Citrus Country Club Clubhouse / Precise Grading. & Renovations / Tract No.
24890-1; 50-503 Mandarina
8. 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.
9. Building areas should be overexcavated to a depth of at least X (see plans) feet below existing grade or
X (see plans) foot 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.
10. 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.
11. 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.
12. Any land on which Williamson Act contracts apply shall remain undisturbed.
13. 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.
14. Trevor Murphy, 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.7139
Citrus Country Club Clubhouse / Precise Grading & Renovations / Tract No.
24890-1; 50-503 Mandarina
15. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
advance warning signs and traffic control shall be installed and maintained in accordance with Cal
Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control
plan shall be prepared in accordance with the WATCH Manual and submitted to the City for
review and approval one (1) week prior to starting any construction. It shall be the Permittee's
responsibility to appropriately detour and barricade all construction sites.
Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street
closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be
maintained at all times.
16. 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.
17. 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.
18. 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 Uniform Building Code, the
Public Works inspector may halt grading operations until the inadequate soil has either been removed or
the Public Works Director authorizes grading to continue.
The above testing or observations does not relieve the permittee's responsibility for future repairs due to
settlement at and near the locations of the work area.
Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a
certified letter indicating that the grading has been completed per the approved plan. A compaction report
on all fill is required following pad certification and prior to building permit issuance.
19. 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.
Special Conditions Page 3 of 8
PERMIT NO.7139
Citrus Country Club Clubhouse / Precise Grading & Renovations / Tract No. 24890-
1; 50-503 Mandarins
20. 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 oi• existing errors & omissions by the architect or
engineer of record.
21. The permittee is responsible for obtaining a valid separate permit from the California Department of
Transportation Department (CalTrans) if any of the work or traffic control devices extend into the CalTrans
right of way.
22. 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
23. 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.
24. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall
call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a
preconstruction meeting with the City Inspection staff.
25. 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
26. 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.
27. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an
archaeological observer for the site excavations within native undisturbed soils. A copy of the contract
must be submitted to the Public Works Department and attention this to the Associate Engineer. If the
archaeologist determines the site note to be required to be observed, please submit a letter signed by the
archaeologist stating their determination.
Special Conditions Page 4 of 8
PERMIT NO.7139
Citrus Country Club Clubhouse / Precise Grading & Renovations / Tract No. 24890-
1; 50-503 Mandarina
28. If public traffic lanes are required to be closed, this permit is not valid until the pennittee submits, to the
Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or
parking on the paved R/W.
29. The permittee has been found to be entitled to pay only direct expenses incurred by the City while
administering tasks related to the permit, in lieu of paying the standard encroachment permit fee adopted by
the City Council. City staff and its contract staff will -maintain monthly time and material ledgers of
expenses incurred, and the City will invoice the Permittee on a monthly basis for the accrued cost.
The "T&M" note, and the "TBD" note, that appear in the "FEE" section on the face of the
permit form, respectively mean "Time and Material" and "To Be Documented" and is a
reference to the direct expense method defined in the previous paragraph.
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. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. -.3 p.m.
Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the
Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at the
intersection is to be altered in any way.
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.
Pox Pole
18 rt H
WMEEIRIESM
tro�.,a sroce
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.
Special Conditions Page 5 of 8
PERMIT NO.7139
Citrus Country Club Clubhouse / Precise Grading & Renovations / Tract No. 24890-
1; 50-503 Mandarina
Native material may be used as backfill material provided that minimum compaction, achieved in the
manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water
densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's
responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all
times during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such
material shall be removed to the limits directed by the Geotechnical Inspector and/or the City
Inspector and the resulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to or maintained at appropriate moisture content for
compaction. The appropriate moisture content range shall be established at the onset of the
project and ensured prior to use of the materials through progress testing on the stockpiles.
C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be tested at random depths at approximate three-foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth
of lift that can be compacted.
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project.
E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill, per 300 linear feet of open trench, at randomly selected locations within the open length
of trench.
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 Pennittee. Copies of all test
results shall be furnished to the City Inspector.
Special Conditions Page 6 of 8
PERMIT NO.7139
Citrus Country Club Clubhouse / Precise Grading & Renovations / Tract No.
24890-1; 50-503 Mandarina
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.
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/z" 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.
Special Conditions Page 7 of 8
PERMIT NO.7139
Citrus Country Club Clubhouse / Precise Grading & Renovations / Tract No.
24890-1; 50-503 Mandarina
For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
E. If grinding and capping operations are not.performed in the same day as base paving operations,
the base course lift of 3/" max medium asphalt concrete shall be installed from saw -cut edge to
saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left
0.10' low in anticipation of grinding and capping.
F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be
replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer.
Affected traffic signal loops shall be removed and replaced in kind. The finished pavement
surface shall be smooth, consistent, and shall conform to the surrounding grades.
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
1 s
10 HWY III
>4
ODOM
AVENUE 48
A. N
^Aarrsc ® a amna
MOW SO
(L�IDIiI`�%Sa70[D
'ROIECF
NCIITM
DCATIO
i91L9P!CS
�!0y
VICINITY MAP
OWNER/DEVELOPER:
CITRUS COUNTRY CLUB
50-503 MANDMNA
LA QUINTA, CA 92253
PHONE(760)564-5754
10
BENCHMARK:
PD-102-70B"m4n; CAP STAMPED
WASHNGTON $T & AKVE 50. J S.p1Y, ON AYE SOTj811 T"BEajHIMD
CURB. 8'S OF PPIN29BBo FLUSH N LAWN C EV-41722
APN NUMBER:
776-200-007
TRACT
CONSTRUCTION NOTES:
OINSTALL DECK/PATIO PAVING TILE PER ARCHITECTURAL PLANS
3,526 SQ.FT.
OSAW CUT AND REMOVE EXISTING DECK/PATM TILE PAVING
409 SOFT.
O REMOVE & RELOCATE EXISTING IRRIGATION CONTROL VALVES
11 EA.
OREMOVE AND RELOCATE EXISTING LANDSCAPE LIGHTS
3 EA
O CONSTRUCT 6- DECK DRAINS (PER ARCHITECTS SPECS)
T EA
OCONSTRUCT 6• HOPE OR PVC DRAINAGE PIPE WITH WATER
TIGHT JOINTc
OCONSTRUCT 12•W12-[24- CONCRETE DRAIN BOX
97 LF.
1 EA.
O CONSTRUCT 6- WALL OPENING FOR DRAINAGE
O CONSTRUCT {- PCC WALKWAY
630 SOFT.
10 SAWCUT & REMOVE EX. C. & G
11 LT.
11 CONSTRUCT 6- CURB ONLY PER C.L.O. STD. 210
15 LT.
15 INSTALL 6- PVC PPE (SCHEDULE 40)
2 LT.
13 INSTALL 12-W12-Al2- DRAIN BOX WITH GRATE
I EA.
14 INSTALL C. & G. WTH 0- GF
11 LF.
15 CONSTRUCT 24- DNA. CONCRETE BOLLARDS (SPHERE) PER OUICKCRETE
PRODUCTS CORP. MODEL / OR-22SP (OR EQUAL) 7' O.C.. INSTALLATION
PER DETAIL A ON SHEET 1
11 EA
16 INSTALL 18-X12- HANDICAP SIGN -A.D.A PATHWAY
t EA
17 INSTALL 18112- SIGN ITT AN EXIT MAINTENANCE PERSONNEL ONLY
1 EA.
UTILITY PURVEYORS: Dltn) i_?oc:)
WATER: COAp1ELLA VALLEY WATER DISTRICT (C.V.W.D.) - PH:(760)398-2651
SEWER: COACHELLA VALLEY WATER DISTRICT (C.V.W.D.) - PM:(760)398-2651 (6j
ELECTRIC: IMPERIAL IRRIGATION DISTRICT - PH:(800)303-7756
TELEPHONE VERRON - PH:(800)483-5000
GAS: THE GAS COMPANY - PH:(800)427-2200 �Op1G
CABLE: TIME WARNER CABLE COMPANY - PH:(760)340-1312,/1Y " VV71
SCHOOL DISTRICT: DESERT SANDS UNIFIED SCHOOL DISTRICT - -
1 --
EARTHWORK: � �..:'';:<;•4:>s;�%.
CUT: 225 C.Y. (OVER EX. 450 C.Y.) H
FILL 200 C.Y. •",:'J• -
FEMA FLOOD ZONE:
FLOOD ZONE X ��^^ ,'j'•:
V/ v
(AREA DETERMINED TO BE OUTSIDE 500 YEAR fL000 PLAIN)
BASIS OF BEARING:
THE CENTERLINE OF AVENUE 50 SHOWN AS N 8955'2Y W ON PARCEL MAP N0. 18327 N
AS FILED IN BOOK 210. PAGE 68 OF MAPS. IN THE OFFICE OF THE COUNTY RECORDER.R
AND TAKEN AS N 89'54'31- W WAS USED AS THE BASIS OF BEARING FOR THIS MAP.
LEGEND:
INDICATES PROPERTY LINE
FH
FIRE HY R M
¢
MOTES CENIERUNE
SCO
SEWER CLEAN OUTcr
GRILSE TRAP
FORLMOSCAPE
);. �.,•
5.
7C
INDICATES TOP OF CURB
LLYM
`
ERaF.
NOTES DOSING
A.
FLOWEAW ll� 4
HIP
EFt � � �H POW
�
ISO4a U
� = 4G3G^ @v-02 o a s
C8
ROUTES GRIDS BREAK
ICY
IRRIGATION CONTROL VALVE BOX
IT
INDICATES FINISH FLOOR
U.
CM
IANOSGWE LXiO
GAS METER
PE
NDICATES PAD ELEVATION
WV
WATER VALVE
FS
INDICATES FINISH SURFACE
WM
PRINT IIARN LABLED 1TM-
CU
INDICATES CATCH BILSIN
m
NGGTES BLOCK WALL
4. U7.
MIGTES V SEWER LATE ML
�
INDICATES QUIT BLOCK WALL
112E
INDU ES WATER METER
®®
INDICATES A.C. UNITS
Fix
INDICATES PUBLIC UFUTY FASD/ETD
INDICATES OEM FOOTING
'
PROP.
ROUTES PROPOSED
0
INDICATES STOOP
INDICATES REMOVE ELL OECK/PATID
®
INDICATES SURFACE DRNNAGE GRATE F�M
INDICATES PROPOSED DECK/PATIO
....
INDICATES ADA PATH OF TRAVEL N
UNDERGROUND SERVICE ALERT SOILS ENGINEER'S CERTIFICATE
CALL TOLL FREE WE HAVE RENEWED THIS GRADING PLAN ANDI.
FIND IT IN SUBSTANTIAL CONFORMANCE WTN
THE RECOMMENDATIONS OF OUR SOILS REPORT
1-800- 544-0630 DATED OS'/=LILT-2008 INDEX MAP
2 e27- �U�i- bI15101 SCALE i--50'
2 V 00 BRETT L ANDERSOW - RCE 45389 - EXP. 09-30-06
SLAODEN ENGINEERING W 0 25' S0' LOOP 150' 200'
39-725 GARAND LN. SUITE C. PADESERT
2 WORLDNG DAYS BEFORE YOU DIC CA 92211 PHONE:(760)772-3893
NOTE' UNDERGROUND UTILITIES PRIMATE ENGINEERING NOTE
WGet GONTAp[I WTM THEY FLANS ALL WIQNRpND u,Um OR 51RUC11ME3 IiIDIRTEG BY PRIVAT RaRNGN EER WMR «
SHALL LAIN CdAOM¢ WM M 1HE 0- RP OTHERS AND TROY SH ON, M TIE f£fL1IH5
E«OtOADWDMI PAMT AHD/� A CXAHO® AIE OMOIGIm wTH 1HDIt AHWOANAT L.ORAIIOI - MK-IA�p�R.Cl�ol
OIANIG FONT ALAS B[EM LSOId
IN THE CITY OF LA QUINTA, CALIFORNIA
PRECISE GRADING PLAN
FITNESS CENTER
i&-L9 � -11-01 I �Lw�-r7Au 1' r 612I�a')
DATE DOUGL S P.EVANS DATE
ORECTON COMMIT DEVELOPMENT ORECM
I
�1 /� //���\
]-C oy®E/\/o
(` JII
BEING A SUBDIVISION OF THE NORTHEAST 1/(CITRUS
THE SOUTHEAST 1/4 OF SECTION 5. T.6 S..
//''yyy yyg g-�ggg\GENERAL
JIYISJ1AND
R.7 E. S.B.B.M.
NOTES:
v AN 9HEK TAND BE DONE w Aa:01AAKa: MTN TOE STANDARD PLANS LA TNT an a. AN oTHE(/d
WOR STANDARD DOW I DONS Fat PUBLIC WORKS ANDARRUCTHM. OF THE EOInDN. AMID TOECITY OLA QUINTA STANDARD PLANS. DATE AUGUST 21. 2aN. aR LATEST EDITION.
2. IT SMALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER ON CONTRACTOR TO APPLY TO THE an
OF LA QUNTA PUBLIC WORKS DEPARTMENT FOR ME NECESSARY PERMITS
SOILS ENGINEER'S CERTIFICATE
WE HAVE REVIEW THIS GRADING PLAN AND FIND IT
IN SUBSTANTIAL CONFORMANCE WITH THE RECOMMENDATIONS
OF OUR SOILS REPORT /54{ 06383 DAP MAY 17;.2006
D6-05-504
BRETT L SON - RCE C45389,-:EXP 9-30-GIB'. DATED
SLADDEN ENGINEERING ..
39_725 GARAND LANE, SUITE C,
PALM W DESERT, CALIF '
PAORHIA 92201 '
PHONE (760) 772-
c 7
EVISIONS
I %
A=180D0'00'
L-141,37
R=1500 /
T-INFINITE // •.
\V\
\
I
\ �
1
l\
N�
SEAL - CITY Ae ZP BY:
ND TO BE RESPONSIBLE
FOR SATISFACTORY COMPLIANCE WIN ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF
CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED.
1 IT SMALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA
OEPARTMENT O TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK
PERFORMED wTHN THE STATE RIGHT OF WAY.
4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER
GOVERNING AGENCIES
a 5. THE CONTRACTOR ALL NOTIFY THE an PUBLIC WORKS DEPMTNDIT 48 HOURS PRIOR TO ANY
GRADING. BRUSHING OR CLEARING AND EACH PHASE OF CONSIRUCTON AT (760) M-7075 AND 4B
HOURS PRIOR M REOURING NSRECTIONS
1 5. THE LOCATIONS OF EXISTING UNDERGROUND UTIUTES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE
•�� .�� CONTRACTOR
OOT AGREEST° DETERMINE
LOCATION EXACT LOCAN OF ALL EXISTING UlI UTES BEFORE COME
COMNCN0
WORK HE RESPON
R
SEX E NON MY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE
MY AND ALL UTILITIES.
\71
7. THE CONTRACTOR SMALL BE RESPOIBISTRE FOR THE REMOVAL REPLAC11"T ON RELOCATION OF ALL
Wes\
REGULATORY. WARNING AND GUIDE SIGNS
4
P /
i
0. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS. TYPE AND LOCATION SHALL BE APPROVED BY THE
CITY ENGINEER. TRAFFIC STRIPING, LEGENDS PAVEMENT
/
AND MARKERS. TYPE AND LOCATION SMALL BE
APPROVED BY THE CITY ENGINEER.
1 j ?
9. THE CONTRACTOR SMALL N07 DISTURB EXISTING SRVEY MONUMENTS OR BENCH MARKS NOTED ON THE
PANS OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SMALL BE DONE BT A
REGISTERED CIVIL ENGINEER WITH AN RGL NUMBER BELOW 33.966. OR
A LICENSED LAND SURVEYOR.
1
to CONSTRUC710M CREMATIONS AND MAINTENANCE OF EOIPMENT MINT ONE HALF MILE OF HUMAN
OCCUPANCY SMALL BE PERFORMED ONLYOURNG THE TIMEPERIODS AS FOLLOWS: OCTOBER IST TO
APRL 30TH: MONDAY - FRDAY 7.00 AM TO 5:30 PM SATURDAY &00 TO
/
AY 5:00 PM MAY 1ST TO
SEPTEMBER JOIN: MOND" - FRIDAY 5.00 M TO 7:00 PM SATURDAY &OD AMTO &OD PM WORK
SHALL BE PROHIBITED MY TIME ON SIDAYS OR ON FEDERAL HO DAYS
`- �45i1'JB•
1
11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DINND T, MIAND DEBRIS DEPOSITED ON THEM AS
L-125.24
A RCSULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF INE CITY
ENGOEEA
R=158.19
T=66.11
i
IL ALL CONSTRICTION AREAS SHALL BE PROPERLY POSTED AND UGHIED N CONFORMANCE MIN THE
i
STATE MANUAL OF WARNING SIGNS. LIGHTS AND DEVICES FOR USE IN THE PERFORYMCE O WORK
UPON HIGHWAYS. IN ORDER TO EUMOIATE MY HAZARDS.
TI
IS CONSTRUCTION PROECTS DISTURBING MORE THAN ONE ACE MUST OBTAIN A NATIONAL POLLUTMT
-
OSCHMG£ ELIYNAIKN SYSTEM (WOES) POUT. OW IMS/DEYELOPERS ARE REQUIRED TO FIE A
NOTICE O LATENT (NO) WIN THE WATER RESOURCES CONTROL BOARD (SWRCB). PREPARE A STORM
I
•
WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING REµ FOR THE SITE. THE NATIONAL
POLLUTANT SYSTEM IS A NATIONAL TO CONTROL
ABY
¢
SOURCEPPOLLUTANIS CARRIED STOW WATER TIE PROGRTION AM MON-POINT
AM IS IMPL A MTED AND ENFORCED BY
♦
A
THE STATE WATER RESOURCES CONTROL BOARD.
j
d
14. THE an RETAINS THE RIGHT TO REQUIRE PUN REASONS, AS NECESSARY. SUBSEOUENT TO PLAN
APPROVAL BUT POOR TO COMPLETION O THE MPROVEMENIS SHOWN ON THESE PUNS. IF ANY NEW.
STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE an OR A THIRD PARTY WTIM THE IMMEDIATE MCNTY OF THE IMPROVEMENTS PROPOSED BY THEY PLANS THAT IMPACT THE DESIGN INTEGRITY OF
/
THE MPROVEIIENT PROPOSED N THEY PLANS AS ORIGINALLY APPROVED, ALL COSTS, INCLUDING BUT
/
NOT LIVED TO DESIGN AND IMPROVEMENT COSTS, NONRFD AS A RESULT OF MY DESIGN RE1490NS
SHALL BE BORNE BY THE IMPROVEMENT SPONSORS
15, THEY PLANS ARE VALID FOR A PERIODNOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF
HE APPROVAL TIMPROVEMENT SPONSOR SHALL BEM ALL COSTS ASSOCIATED WTH UPDATING THE
/
PUNS NCLUONG BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS TO AFFECT COMPUANLE
✓" /
WIN ANT KEW CITY STANDARDS, ORDINANCES. OR LAWS AND REGULATIONS. ENACTED OR ADOPTED BY
THECITY OR OTHER JURISDICTIONS WTH WINO ITY SISSLOUENT TO THE PLAN APPROVAL DATE
/
GRADING NOTES:
v
L GRADING SMALL BE IN ACCORDANCE WTH THE ENGINEERED GRADING REOUREIENTS OF THE UNIFORM
BUILDING CODE. LATEST EDITION, AND SOILS REPORT. Na 544-05353 .06-05-504 DATED: MAY 17.
%
2005 PREPARED BY: SADDEN ENGINEERING
/
TELEPHONE Na (760) 345-1588
2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST 94ALL EXERCISE SUMCONT SUPERVISORY
CONTROL DURING GRADING TO INSURE COMPLIANCE WTH THE PLANS, SPECIFICATIONS. AND CODE WTHN
THOR PRVIEW.
P/
ESTIMATE OF QUANTITIES,
1 THE DESIGN CIVIL DNGNEEIR SHALL CEROSE SUFTICIENT CONTROL WRING GRADING AND CONSTRUCTION
THE ESTIMATE
TO ENS1RECC PUANCE WTH THE PLAMS.SPECi1CAT10NS AND CODE WTHN HIS PURVIEW.
OF QUANTITIES SHOWN ON THESE
PANS IS FOR OBTAINING A PERMIT ONLYI THE
4. DURING PRECISE GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE
CONTRACTOR IS RESPONSIBLE FOR HIS OWN
STRUCTURES TEMPORARY DRAINAGE CONTROL 94ALL BE PROVIDED TO PREVENTOI PDNG WATER AND
DMAGE TO ADJACENT PROPERTY.
NT
V QUAN TITIES FOR BIDDING PURPOSESI
�\
S.AFTER CLEARING COSTING GROUND SHALL BE SCARIED TO A MINIMUM OF 6- ON THE ENTIRE SITE OR
`\\ NOTE:
AS RECOMI"DEO BY THE SOILS REPORT.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR
8. TE MAXIMUM OUTAND FILL SLOPES SHALL BE 21.
THE ACCURACY AND ACCEPTABILITY OF THE DESIGNN HERON. IN THE
` EVENT OF OISCRREPµCIES ARISING AFTER COUNTY APPROVAL OR
7. PADS SHALL BE COMPACTED TO A MINIMUM OF 1MX RELAIM1E DENSITY PER AST.M. SPECIFICATIONS
AND THE ABOVE MENTIONED SOILS REPORT.
WRING CONSTRUCTION. THE PRIVATE ENGINEER SHALL BE
RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND
& MINIMUM BUILDING PAD DRAINAGE SHALL BE 23L DRAINAGE SMALL BE A MINIMUM OF aY D® AID
REVISING THE PLANS FOR APPROVAL BY THE COUNTY.
BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CDT OR FILL SLOPES THE MINIMUM SLOPE OF
SWAMIS BE asOX
FILLS SMAALL
DENSITY AS
9. ALL RMIN DULL BE COMPACTED DI A MINIMUMDES O NNEIY (90) PERCENT O AS
DETERMINED APPROVED
APPROVED BY THE
THE UHIFORM BUILDING CODE SECTION 7010 OR EOUVAWITH
R. SHALL Y DETERMINED w AOE CITY E WITH THE 1XOFORIN BUILDING
H
CITY ENGINEER. FEUD R EQUIVALENT,
CODE SECTION 7002, ON EDUIVAIENT, As DETERMINED BY THE CITY ENGINEER.
CONCRETE BOLLARD
10. ALL STREET SECTIONS ARE TENTATIVE THE MINIMUM SECTION 15 3- A.C. OVER 4.5- CRUSHED AB..
ADDITIONAL SOL TEST(S) SMALL BE REOIEAFTER ER PRECISE GRADING TO DETERMINE EXACT SECTION
REOTREMENTS THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION.
11. THE CITY ENpNEER WLL RENEW FOR APPROVAL THE FINAL STREET YCTIONS µTER SUBMITTAL OF it
VALUE TESTS FOR ROADWAY S 88ASC
_
12. LOCATIONS OF FIELD DENSITY TESTS SHALL IE DETERMINED BY THE SOIL ENGINEER OR APPROVED TEST
AGENCY AND SHALL BE SLWM04T IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE
REPRES7NTATOE TESTING OF ALL FILL PLACE). TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL
EMPHASIS SHALL BE N ADDITION T1 THE NORMAL REPRESENTATIVE SAMPUNGS
11 THE MAL COMPACTION REPORT AND APPROVAL FROM THE SOUS ENGINEER SMALL CONTAIN THE TYPE
CLOCK SET CONCRETE
OF FIELD TEsnNG PERFCRMm. EACH TEST SHALL BE IDENTIFIED WTH THE METHOD OFIN OBTAINING THE
GRADE UNE OR GROUT
N-PLACE DENSITY. WHETHER SAND CONE OR DRIVE RING AND SMALL BE SO NOTED FOR EACH TEST.
SRTICIENT MAXRMUM DENNSITY DETERMINATION SHALL BE PERFORMED
X
TO VERTY THE ACCURACY O THE MAXIMUM DENSITY CURVES USED BY THE FIELD TEC am.
Il ALL UNDERGROUNDFACILITIES WIN LATERALS SHALL SE IN PLACE AND INSPECTED POOR TO PAVING
BLOCKQUT ..
-.
INCLUDING BUT NOT UMM TO THE FOLLOWING SEWER WATER, ELECTRIC. GAS AND DRAINAGE.
SQUARE
THE ANAL UTILITY LINE BAa(PLL REPORT FROM THE PROJECT sal ENGINEER SHALL MCLLUE AN
1 • , THREADED ANCHOR
11 APPROVAL STATEMENT THAT THE BACIGI L IS SUITABLE FOR I E INTENDED USE.
BOLT
15. BLOC( WALLS ARE NOT PMT OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PFRMIT(S).
XvBLOCEQUT OMEHSI SHOULD BE 1/2*LESS THAN THE OUTSIDE _
17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OFSTCRMWATER INFILTRATION
OF THE SURFACE AREA TOUGHING THE GROUND
C:YaTLAQL)ItITA
IACIUTES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMTNR. IMMEDIATELY
BY THE CONTRACTOR.
DETAIL A I PlII Set NO.
PRIORT81NAL ACCEPTANCE OF STORM DRAINAGE RETENTION/IEILTRATION FACILITIES. THE CONTRACTOR
SMALL COM ICT. N THE PRESENCE OF THE CITY NSPECTOL A PERFORMANCE TEST DESMED TO
NTH I
O 1 I O S i
CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACUTW.&
0. THE CONTRACTOR SMALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY TIE
rwim OUST CONTROL RAN APPROVED FOR THIS PROJECT.
CRY OF V QORTrA
SEAL - ENGINEER
mmMRaR
IN THE CITY OF LA QUINTA. CALIFORNIA
SHEET
EWIFEsm
(j 8 Vj Df Ll -"'. oLV o9,,,lfff9 W. .
PRECISE GRADING PLAN
E'idY6(oON 387
CITRUS COUNTRY CLUB
LAND
��DI�=�^N�
SEE ABOVE
CLUBHOUSE
Li M DAB, t S 0)
o FwP.'J,3116-w o'
" L"° TM� �` �'I a'
TRACT 24890-1
RENOVATIONS & ADDITIONS
OF 2 5
Cm I NCQNIGEI
JFj. nVRL
Y�o-
BEING A SUBDIVISION OF THE NORTHEAST 1/4 OF THE
SOUTHEAST 1/4 OF SECTION 5, TA S.. R.7 E.� B.B.M.
P�45 �' �70 `' W!�W QCM N0. 28688
,TX t2-51-OB
_.
�IF�Y
�♦p�
K/�� �
eArR�L/i!/o)
� SEE ABOVE
-