9026` .. See 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.
FILM GOOV Subdivision Improvemertt Permit - Class III
Minor Improvement Permit - Class IV
DATE: 4/16/2009
LOCATION OF CONSTRUCTION: On Palm Royale Dr N/0 Fred Waring Dr
PURPOSE OF CONSTRUCTION: Install (1) 6" Underground Conduit, Underground Wire, and Underground Vault
DESCRIPTION OF CONSTRUCTION: See Attached IID Drawing and Special Condition 3
DIMENSION OF INSTALLATION OR REMOVAL: See Attached IID Drawing
APPROXIMATE TIME WHEN WORK WILL BEGIN: 7/13/2009 TIME OF COMPLETION: 8/13/2009
ESTIMATED CONSTRUCTION COST: $100,000 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing
permanent resurfacing and/or replacing improvements)
COMMENTS City of La Quinta will Invoice the Permittee for T&M Expenses TBD on Material Ledger
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 ap icable rules and regulations of the City
of La Quinta and to pay for any additional replacement necessary as the result of this work.
Signature o Applicant or Agent
IID - Alex Garcia 81-600 Avenue 58, La Quinta, CA 92253 (760) 391-5983 / (760) 604-7178
Name of Applicant Business Address Telephone No
IID/Irby 81-600 Avenue 58, La Quinta, CA 92253 (760) 391-5983
Name of Contractor and Job Foreman Business Address Telephone No.
N/A N/A
Contractor's License Number City Business License No
Self -Insured Self -Insured
Applicant's Insurance Company Policy Number
FEES Subdivision Improvement Permit - Class I Public Improvements: 3% of estimated construction costs
Minor Improvement Permit - Class I Private Improvements: 3% of estimated construction costs
Finance Revenue Code
Inspection Fee EE=1
$0.00
Permit Fee E_1
$0.00
As -Built Deposit E-A
$0.00
Cash Deposit -Surety Bond, EE=B
$0.00
if required
TOTAL
$0.00
PERMIT NUMBER: 9026
DATE ISSUED: ? • `T - OV
EXPIRADQN DATE: 7.9• /y
BY: (J DCS
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.
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Date: 2/z/d/0 9
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PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Tract No: .Project Name: %,
Vicinity: Pr}cwt eoyA Da?,e Fi��v nJG— e
62009
Purpose of Construction (Ex: Rough Grading, Offsite Street etc.) jr rfsac c Ybl~ -(
Dimension of Installation or Removal: A„r +0 ,r r
Approximate Construction Start Date:
Approximate Construction Completion Date: .t/a o/o
Estimated Construction Cost: $ •o7 e.. ,
Estimated Construction Cost shall include the removal of alf obstructions, materials, and debris, back -filling, compaction and
placing pecmanent.resurfacing and or replacing'impmvements
Contact Name: 4.2 G„g Phone Number: 760 - 3 7d — S f 8 3
Name of Applicant/Owne
Applicant Address: gi _ 6•
Applicant Telephone Number: _ Z[ 0 51.p y
Name of Contractor:
Contractor Address: ,_,at4e. ;4.pw,vr e„„r,� r �,,� �_ Z f;
Contractor Telephone Number: ?t n -- . ?p s yy s
Contractor State License Number:
Contractor City Business License Number: Irlo
I'ACOPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED t
Applicant or Contractor General Liability Insurance Company:
Applicant or Contractor General Liability Insurance Policy Number:
Office Use Only:
Inspection For.
(�
Permit Fee:
As -Built
(n
Deposit:
Dust Control
Deposit:
Credit
-Amount.------.
TOTAL FEE DUE:
Office Use Only:
Assigned Permit Numbs: G t►1 6
Approval Date: I V
Expiration
Date:
Issue
Date:
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Royal Palm and Fred Waring.
Page 3 of 3
CONFIDENTIALITY NOTICE: This E-mail (including attachments) is covered by the Electronic Communications Privacy Act, 18 U.S.C. §§§§ 2510-2521, is confidential and
may be legally privileged. If you are not the intended recipient, you are hereby notified that any retention, dissemination, distribution, or copying of this communication is
strictly prohibited. Please reply to the sender, (760) 777-7088, that you have received the message in error, then delete it. Thank you very much for your cooperation.
From: Tim Jonasson
Sent: Wednesday, July 08, 2009 6:45 PM
To: 'Weber, Mark D'
Cc: Ed Wimmer; Bryan McKinney
Subject: RE: Royal Palm and Fred Waring.
Mark — That should be fine. Thanks.
Tim Jonasson, PE
Public Works Director/City Engineer
City of La Quinta
(760) 777-7042
tjojiasson@la.-quinta.org
From: Weber, Mark D [mailto:MDWeber@IID.com]
Sent: Wednesday, July 08, 2009 5:54 PM
To: Tim Jonasson
Subject: Royal Palm and Fred Waring.
Tim,
FYI, I tried to leave you a voicemessage this PM to advise you IID is going to proceed with the temporary UG at Royal Palm. We will install
one stick of conduit to strengthen the circuit's connectivity.
Once the development at that corner proceeds in the future, they will need to follow the normal new installation process.
Regards,
Mark
7/10/2009
RESOLUTION NO. -2009-026
SITE DEVELOPMENT PERMIT 2006-875
MAYER VILLA CAPRI, L.P.
CONDITIONS OF APPROVAL - FINAL
ADOPTED: MARCH 17, 2009
Page 11 of 29
g) Reconstruct the raised _ median at the shared drive aisle at
Parcels 5 and 10 fora left turn deceleration lane with a left
turn out restrictor for a length and taper up'to the dual left
turn lanes. at the Fred Waring Drive and Washington Street
intersection as approved by the City Engineer.
h) Modification of the existing traffic signal at the Washington
..Street and Fred Waring Drive intersection as required by the
abovementioned improvements and as approved by the City
Engineer and the City of Palm Desert. Applicant shall submit
plans and fees .-required for the City of Palm Desert
.....concurrent approval..
i) Class 11 Bike Lane as approved by the City Engineer.
3) Palm Royale Drive (Pursuant to Parcel Map No. 27131 - Collector
Street, 72' ROW):
Widen the west side of the street along all frontage adjacent to the Site
Development Permit boundary to its ultimate width on the west side as
specified in the General Plan and the requirements of these conditions.
The west curb face shall be located twenty four feet (2441 west of the
centerline, except at locations where additional street width is needed to
accommodate:
a) Transitional street width required from 32 feet at the
northerly boundary adjacent to the Colonel Mitchell Page
Middle School to. 24 feet at Rome Drive as approved by the
City. Engineer. a
b) A deceleration/right turn only lane on Palm Royale at `the
Fred Waring Drive intersection. The west curb face shall be
located thirty two (32') west of the centerline and length to
be as approved by the City Engineer to extend from the
Access Drive across Rome Drive to Fred Waring Drive. for
accommodate one left turn lane, one. througl1 lane. and. one
right turn lane,
Other required improvements. in the Palm Royale Drive right-of-way
and/or adjacent landscape setback area,include:
RESOLUTION NO. 2009-026
SITE DEVELOPMENT PERMIT. 2006-875
MAYER VILLA CAPRI, L.P.
CONDITIONS OF APPROVAL — FINAL
ADOPTED: MARCH 17, 2009
Page 12 of 29
c) ..All appurtenant ,components such as, but not limited to
curb, gutter, traffic control striping, legends, and signs,
d) 6 -foot wide sidewalk with a planter next to the curb.
e).. Class 11 Bike Lane to connect with the existing Bike Lane to.
the north and as required by the City Engineer.
f) TF1e applicant is responsible for 25 % share of the cost to
design and install the traffic signal at the intersection of
Palm Royale Drive and Fred Waring Drive to be installed by
the City. of La Quinta with 'the CIP 2007-06 Project.
Additionally, the applicant is responsible to design and
construct all traffic signal interconnect equipment including
pu11 boxes, conduit and other appurtenances along the
project frontage for the interconnection of this traffic signal
With the existing traffic signal at the Washington Street and
Fred Waring Drive intersection.
g) . The applicant shall install interconnect/loop conduits as
required.
The applicant shall extend improvements beyond the parcel map boundaries to
ensure they safely integrate with existing improvements (e.g., grading; traffic
control devices and transitions'in alignment, elevation or dimensions of streets
and sidewalks).
19..: The applicant shall design. street pavement sections. using CalTrans' design
procedure for 20 -year life pavement, and -the site-specific data for soil strength
and anticipated traffic loading (including construction traffic). Minimum
structural sections shall be .as follows: .
Collector 4.0" a,c /5.0" c.a.b.
..Major..Arterial 5.5" a.c./6.5" c.a.b.
or the approved :equivalents of alternate materials.
20. The applicant shall submit -current mix designs (less than two years old at the 1
time'of construction) for,base, asphalt concrete and.Portland cement concrete.
The submittal shall include. test results'for all specimens used in the mix design :. )
procedure. For mix designs over six months old, the submittal shall include
RESOLUTION NO. 2009-026
SITE DEVELOPMENT PERMIT 2006-875
MAYER VILLA CAPRI, L.P.
CONDITIONS OF APPROVAL - FINAL
ADOPTED: MARCH 17.200S
Page 6 of 29
c) for a deceleration/right turn only lane at the easterly most
driveway. on. Fred Waring.: Drive.. as approved by the City
Engineer.
3) Palm Royale Drive .(Pursuant to Parcel M.ap. No. 27131 - Collector
Street, 72' ROW) — Street right of way has been dedicated with
recorded. Parcel Map 27131. No additional right of way is required
to comply with General Plan street widths, except an additional
variable right of way dedication 1) at the northerly limits of the
Parcel Map of 44 feet from the centerline to align with Palm
Royale Drive right-of-way at the Desert Sands Unified School
District boundary and to transition as required to 36 feet from the
centerline at the Rome Drive intersection and 2) on Palm Royale
Drive at the Fred Waring Drive intersection measured 42 feet west
of the centerline. to accommodate one left turn lane, one through
lane and one right turn lane and as conditioned under STREET AND
TRAFFIC IMPROVEMENTS.
11. Dedications shall include additional widths as necessary for dedicated right and
left turn lanes, bus turnouts, and other features contained in the approved'
construction plans.
'Pursuant to this requirement, the Applicant shall include in the submittal packet
containing the draft final 'map submitted for map checking, an offsite, street
geometric layout, drawn at 1 " equals 40 feet, detailing the following design
aspects: median curb line, outside curb line, Lane line alignment including lane
widths, left turn lanes; deceleration lane(s) and bus stop turnout(s). The
geometric layout shall be accompanied with sufficient professional engineering
studies to confirm the appropriate length of all proposed turn pockets and
auxiliary lanes that may impact the right of way dedication required of the
project and the associated landscape setback requirement
12. When the City Engineer determines that access rights to the proposed street
rights-of-way shown on the approved Site Development Permit prior to approval
of grading, dedicating such rights -of -way, -'the applicant' shall grant the
necessary rights-of-way within .60 days of a written request by the City. .
13. The applicant shalt offer- for dedication a ten -foot wide public utility easement
contiguous with; and along both sides of all public streets. Additional on-site
utility easements shall be dedicated for this Site Development Permit approval.
as required by the utility purveyors.
TENTATIVE PARCEL M,;P 31876
MAYER VILLA CAPRI
CONDITIONS OF APPROVAL — FINAL
DECEMBER 15, 2003
Palm Royale Drive intersection and left turn .movements at
the each parcel entry if they do riot conflict . with the
aforementioned left turn lanes.
e) The applicant shall install the traffic signal at the. Fred
Waring Drive and Palm Royale Drive intersection when
warrants are met. Applicant is responsible for a 'prorate
share of the cost to design and install the traffic signal:. .
The applicant shall enter upon an agreement with the
Desert Sands Unified School District for the remaining
obligation. The. applicant shall enter into a SIA to post
security for its prorate share of the cost to design and
install the traffic signal prior to issuance of an on-site
grading permit and the security .shall remain in full force
and effect until the signal is actually installed by the
applicant or the .Desert Sands Unified School District. The
above cost for design and installation of the traffic signal
may be reduced proportionately by existing participatory
security from Tract 28457 and 28458 and other
participatory developments.
3) Palm Royale Drive - Pursuant to Parcel Map No. -27131, 72'
ROW:
Widen .the street along all frontage adjacent to the Tentative Parcel
Map boundary to its ultimate 48 -foot width pursuant. to Parcel -Map
No. 2.701 and the requirements of these conditions.
Other required improvements in the Palm Royale Drive right. or way
and/or adjacent landscape setback area include:
a) All 'appurtenant components such as, but' not limited to
.curb, gutter, traffic control striping, legends, and signs.
b) . 6 -foot wide curb adjacent to sidewalk..
The applicant shall extend improvements beyond the subdivision boundaries
to ensure they safely integrate with existing improvements (e.g.; grading,
traffic control devices and transitions in alignment, elevation or . dimensions
of streets and sidewalks).
P:\stan\tpm's\tpm 31$76 coa.doc
Iz City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 9026
The following shall always apply.
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way
ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission
from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved
surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving
during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or
cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains
shall be kept free of debris at all times for proper drainage.
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All
paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line
and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker
shall be used, as required, to sprinkle the job site to keep. down dust conditions and shall be used immediately after backfill.
DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the
responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for
the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time,
permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized
by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
permittee.
® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with (" N/A ") inches of A.C. paving placed on ( " N/A ") inches of ( "* N/A ") aggregate sub -base course having an
"R" value of not less than ( *' N/A") and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch ('W) to one foot (1').
❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ("" N/A ") feet shall
be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be two and a half inches (2 %") 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 excavatidn 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 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
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. 9026
IID / Install 1-6" Underground Conduit, Underground Wire, and Underground
Vault / West Side of Palm Royale Dr N/O Fred Waring Dr
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. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will
be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial
Safety pursuant to 7-10.4.1.
3. The proposed underground conduit, underground wire, and underground vault shall be installed within
the 10 -foot IID easement as far back as needed (on the west side of the easement on Palm Royale Drive
and on the north side of the easement on Fred Waring Drive) to accommodate for a future sidewalk with
planter on Palm Royale Drive, and a meandering sidewalk on Fred Waring Drive and a right turn lane
on Palm Royale Drive which are conditioned for the project on this parcel. The City of La Quinta
reserves the right to require modifications of the work be made at permittee's sole cost for further
modifications as it relates to any follow up improvement plan requirements as required by the City
Engineer.
4. 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 inspection fee adopted by the
City Council. City staff (see last page) 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 "COMMENTS" 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.
This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
6. Imperial Irrigation District (Alex Garcia 604-7178), hereinafter referred to as "Permittee", shall be
responsible for providing continuous dust and erosion control.
7. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
8. 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.
Special Conditions Page l of 7
PERMIT NO. 9026
IID / Install 1-6" Underground Conduit, Underground Wire, and Underground
Vault / West Side of Palm Royale Dr N/O Fred Waring Dr
9. 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 8:00 a.m.
10. The permittee is required to provide an. informative message board (approved by the City Engineer)
informing the commuters using the affected roadways of-
a.
f
a. Possible traffic delays
b. Time of construction
c. Alternate routes.
The message board shall be provided for the commuters 48 hours prior to the start of traffic delays, and
the entire message should be readable with one pass at the posted speed limit.
11. The message board is required to be posted 24 to 48 hours prior to start of work on Highway 111,
Washington Street, and Jefferson Street.
12. 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.
13. 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
14. Any land on which Williamson Act contracts apply shall remain undisturbed.
Special Conditions Page 2 of 7
PERMIT NO. 9026
IID / Install 1-6" Underground Conduit, Underground Wire, and Underground
Vault / West Side of Palm Royale Dr N/O Fred Waring Dr
15. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), on
Collector to Major Arterial Streets, the permittee must submit a traffic control plan which shall be
prepared under the guidance of the latest version of the California Manual of Uniform Traffic Control
Devices (MUTCD). 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 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, 5t' Edition" or latest, in the installation of all appurtenances abutting
and within the public street right-of-way.
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.
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 or existing errors & omissions by the architect or
engineer of record.
21. 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
Special Conditions Page 3 of 7
PERMIT NO. 9026
IID / Install 1-6" Underground Conduit, Underground Wire, and Underground Vault
/ West Side of Palm Royale Dr N/O Fred Waring Dr
22. 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.
23. 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.
24. 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.
25. 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.
26. 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
mariner 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.
Special Conditions Page 4 of 7
PERMIT NO. 9026
IID / Install 1-6" Underground Conduit, Underground Wire, and Underground Vault
/ West Side of Palm Royale Dr N/O Fred Waring Dr
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.
27. 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.
28. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
29. Access and egress to all local properties shall be maintained at all times.
30. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the completion
of the work. Permanent pavement replacement shall conform to the following conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than
existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed
miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard
Specifications for Public Works Construction. The replaced pavement and base material shall be
compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench.
Verify exact structural replacement section thicknesses with the City prior to installation.
C. Permanent pavement replacement shall be installed using a City approved 3/" max medium
asphalt concrete as the base course lift and a City approved '/2" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
Special Conditions Page 5 of 7
PERMIT NO. 9026
IID / Install 1-6" Underground Conduit, Underground Wire, and Underground
Vault / West Side of Palm Royale Dr N/O Fred Waring Dr
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 V 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.
31. 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.
32. 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.
33. The City of La Quinta reserves the right to revoke, suspend or void this permit at *any time.
34. 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.
35. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the
permittee shall postpone cutting the pavement until the intended third party has acquired a permit from
the City to perform the required restoration work.
Special Conditions Page 6 of 7
PERMIT NO. 9026
IID / Install 1=6" Underground Conduit, Underground Wire, and Underground
Vault / West Side of Palm Royale Dr N/O Fred Waring Dr
r� Cit of La Quinta
TIME & MATERIAL MONTHLY LEDGER
-This time & material ledger summarizes the office and
MONTH: field staff time devoted to encroachment permits Issued
to the subject Permittes, Including contract staff.
STAFF MEMBER:
PERMIT NO.
..
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F270 aw Sheet of
3450 INsm I.
NUNi�RTH 5
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S1 IN: 75 P 01180' 1P 965U'
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CONDUIT NOTES:
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PER SHOWN LENGTH.
CURVE DATA TABLE
#
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TANGENT
RS
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SEE PERMIT FOR
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IID ENERGY
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INSTALL
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NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.TC.D.)
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF
DEEMED NECESSARY BY CITY OF LAQUINTA REPRESENTATIVE,
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH
TRAFFIC CONTROL PLANS.
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10'(12' TYP.) TRAFFIC LANE WIDTH AT ALL TIMES AND A MINIMUM 5' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE,
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND RETURNED TO NORMAL.
7. THIS IS A TYPICALAS THE CONTRACTOR MAY ONLY NEED TO SETA PORTION OF THE PLAN AT A TIME.
FRED WARING DR.
iL/oy 50
Install Underground-Electri4 Conduits
Imperial Irrigation Dist. CALTRANS T-11
Treffle Cobol Design by Phone Prepared By
Tops N Barricades, Inc. (800)852 -TOPS Ron Fifield
1 4/14/09 To Be Issued on Approval
OWNER'S STATEMENT
I HEREBY STATE THAT I AM THE OWNER OF THE LAND INCLUDED WITHIN THE SUBDIVISIONSHOWN HEREON; THAT I AM THE ONLY PERSON WHOSE CONSENT IS NECESSARY TO PASS A
CLEAR TITLE TO SAID LAND: THAT I HEREBY CONSENT TO THE MAKING AND RECORDING OF
THIS SUBDIVISION MAP AS SHOWN WITHIN THE DISTINCTIVE BORDER LINE.
I HEREBY DEDICATE TO PUBLIC USE FOR STREET AND PUBLIC UTILITY PURPOSES LOT "A'
(FRED WARING) AS SHOWN WITHIN THIS MAP.
I HEREBY DEDICATE TO THE CITY OF LA QUINTA THE 'LANDSCAPE EASEMENTS' AS SHOWN
WITHIN THIS MAP, FOR LANDSCAPE, PEDESTRIAN AND PUBLIC UTILITY PURPOSES.
I HEREBY OFFER FOR DEDICATION TO THE IMPERIAL IRRIGATION DISTRICT, AN EASEMENT (10)
FEET IN WIDTH ADJACENT TO ALL PUBLIC STREETS SHOWN ON THIS MAP, FOR THE
EXCAVATION, LAYING, CONSTRUCTION, INSTALLATION, MAINTENANCE, OPERATION, INSPECTION,
REPAIR, REPLACEMENT, AND REMOVAL OF ELECTRICAL LINES, WIRES, CABLES, DUCTS,
SUPPORTS, FIXTURES, FACILTTIES, AND APPURTENANCES WITH THE RIGHT OF INGRESS AND
EGRESS OVER AND WITHIN SAME FOR MAINTENANCE, OPERATION AND EMERGENCY VEHICLES.
MAYER VILLA CAPRI, A CALIFORNIA LIMITED PARTNERSHIP
BY: RLM MANAGEMENT, INC., A CALIFORNIA CORPORATION
AS GENERAL PARTNER
BY: A&M iftvk-1-
ROBERT L. MAYER
TRUSTEE:
FIRST AMERICAN TITLE INSURANCE COMPANY, A CALIFORNIA CORPORATION, UNDER DEED OF
TRUST RECORDED 7/29/03 AS INST. 2003-567797, O.R.
BY:`^
BY:�'
C;416 g. ebwIN, assr. . V•P.
GARY FMV415, 4cs7-• sec .
�J/`•
NOTARY'S ACKNOWLEDGMENT
;a?`M1 co• -: -�: �r0,183
ACTING CITY SURVEYOR EXP. 9/30/05
STATE OF CALIFORNIA
� �v 1'+;. `' n•p
1.
SS
.. .•.' -. ,-
COUNTY OFe>�j @- )
A
BEFORE ME b&16Q?�AN S.
STATE, PERSONALLY APPEARED
PERSONALLY KNOWN TO ME -(OR PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) TO
BE THE PERSON($) WHOSE NAME(f) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND
ACKNOWLEDGED TO ME THAT HE/6W&,"WiW EXECUTED THE SAME IN HIS/W64y" @0 AUTHORIZED
CAPACITYQW, AND THAT BY HIS/MGRf4IEiR SIGNATURE(S) ON THE INSTRUMENT THE PERSON($),
OR THE ENTITY UPON WHICH THE PERSON( ACTED, EXECUTED THE INSTRUMENT.
MY COMMISSION EXPIRES 41a4peor• MY PRINCIPAL PLACE OF BUSINESS
WITNESS MY HAND AND OFFICIAL SEAL. IS 0&"#— _COUNTY.
I—AAAL&kS.'1G�4- INC ito" owaP_CAaa
NOTARY PUBLIC IN AND FOR SAID STATE (PRINT NAME)
STATE OF CALIFORNIA ) SS
COUNTY OF R1VE¢sCvti )
PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) TO
BE THE PERSON(S) WHOSE NAME(S) WfARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND
ACKNOWLEDGED TO ME THAT OE73;E/THEY EXECUTED THE SAME IN W3rWJT/THOR AUTHORIZED
CAPACITY(IES), AND THAT BY, IRT/UER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S),
OR THE ENTITY UPON WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT.
MY COMMISSION EXPIRES NI►�I 10, )ool • MY PRINCIPAL PLACE OF BUSINESS
WITNESS MY rD AND OFFICIAL SEAL IS ppw(E COUNTY.
AnleaEw Mp,040
NOTARY PUBLIC IN AND FORD STAT TE (PRINT NAME)
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
MANO
PARCEL P , 31876
BEING A SUBDIVISION OF PARCEL 1, LOT "K", LOT "L" AND A PORTION OF LOT • "F"
AS SHOWN ON PARCEL MAP NO. 27131, FILED IN PMB 184/87-91, BEING IN THE.
SW 1/4 OF SECTION 18, T. 5 S., R. 7 E.," S.B.M. '
MAINIERO, SMITH AND ASSOCIATES, INC. MARCH 2004
ENGINEER'S STATEMENT
THIS MAP WAS PREPARED BY ME OR UNDER MY SUPERVISION AND IS BASED ON A FIELD
SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL
ORDINANCE AT THE REQUEST OF ROBERT L MAYER, IN NOVEMBER OF 2003. 1 HEREBY STATE
THAT ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED, OR
WILL BE IN ACCORDANCE WITH THE TERMS OF THE MONUMENT AGREEMENT FOR THE MAP; AND
THAT SAID MONUMENTS ARE SUFFICIENT TO ENABLE THE SURVEY TO RETRACED. I HEREBY
STATE THAT THIS MAP SUBSTANTIALLY CONFORMS TO THE APPROVED OR CONDITIONALLY
APPROVED TENTATIVE MAP, IF ANY.
�VSoFESS/ONS
ROBERT S. SMITH R.C.E. 26401
EXP. 03/31/06 gP oe``P` a 94�J Fyp
8h Q $ e C26401 m
ATE � Exp. 3-31-06 VA;
CITY ENGINEER'S STATEMENT "TF OF GA0F°Q
I HEREBY STATE THAT I HAVE EXAMINED THE WITHIN MAP OF PARCEL MAP NO. 31876
CONSISTING OF 2 SHEETS; THAT THE SUBDIVISION SHOWN THEREON IS SUBSTANTIALLY THE SAME
AS IT APPEARED ON THE TENTATIVE MAP AND ANY APPROVED ALTERATIONS THEREOF; THAT ALL
PROVISIONS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES HAVE BEEN COMPLIED WITH.
TIMOTHY R. JO IASSON .E. R.C.E. 45843
PUBLIC WOR DIREC R/ EXP. 12/31/06
CITY ENGINEER
Il- 2-04
DATE
CITY SURVEYOR'S STATEMENT
I HEREBY STATE THAT I HAVE EXAMINED THE WITHIN MAP OF PARCEL MAP NO. 31876
CONSISTING OF 2 SHEETS AND I AM SATISFIED THAT SAID MAP IS TECHNICALLY CORRECT
RELATIVE TO THE PARCEL MAP BOUNDARY.
�J/`•
ERIC A. NELSON P.L.S. 5563/��
ACTING CITY SURVEYOR EXP. 9/30/05
DATE
CERTIFICATE OF ACCEPTANCE
GOV. CODE SEC. 27281
1 HEREBY CERTIFY THAT UNDER THE AUTHORITY GRANTED '10 ME BY THE BOARD OF
DIRECTORS OF THE IMPERIAL IRRIGATION DISTRICT, PER RE30LUTION NO. 15-90, DATED
MARCH 22, 1990, THAT I ACCEPT ON BEHALF OF SAID DISTRICT, ITS SUCCESSORS OR
ASSIGNS, THE DEDICATION OF EASEMENTS FOR ELECTRICAL POWER FACILITIES AS OFFERED
HEREIN.
DATED BY
PERVISOR, REAL ES ATE, JAM (ELLEY
IMPERIAL IRRIGNTION DIS
SOILS REPORT
PURSUANT TO SECTION 66490 OF THE SUBDIVISION MAP ACT, A PRELIMINARY SOILS REPORT
NO. 544-4033 WAS PREPARED BY SLADDEN ENGINEERING ON FEBRUARY 19, 2004.
AND IS ON FILE IN THE BUILDING DEPARTMENT OF THE CITY OF LA QUINTA, CALIFORNIA.
SHEET 1 OF 2 SHEETS
RECORDERS STATEMENT
FILED THIS DAY OF No%)emb. 20
AT+V*W aM• IN BOOK 210 OF PARCEL MAPS
AT PAGES(pvA-(5 AT THE REQUEST OF THE CITY CLERK
OF THE CITY OF LA QUINTA.
NO. 2,C/�A— CjCtD�b� CITY of LA QUINTA
FEE . 00 Plan Set N0:
GARY ASSESSOR -CLERK -RECORDER �o V �1
BY: DEPUTY. ( L
•-
SUBDIVIS GUARANTEE BY:
FIRST AMERICAN TITLE COMPANY
TAX COLLECTOR'S CERTIFICATE
I HEREBY CERTIFY THAT ACCORDING TO THE RECORDS OF THIS OFFICE, AS OF THIS DATE, THERE
ARE NO LIENS AGAINST THE PROPERTY SHOWN ,ON THE WITHIN MAP FOR UNPAID STATE, COUNTY,
MUNICIPAL ORL-OC-AL,TAXES
' OR SPECIAL ASSESSMENTS COLLECTED AS TAXESt %*GEg «
�677A4hiEB- fA-8
PAUL McDONNELL
COUNTY TAX COLLECTOR
BY: DATED: 9
D
1 HEREBY CE,"
E THAT A BOND IN THE SUM OF S j0 HAS B�EXECUTEI
FILED WITH THE B OF SUPERVISORS OF THE COUNTY OF RIVERSIDE, CACONDITIONED UPON TH YMENT OF ALL TAXES, STATE, COUNTY, MUNICIPAL
ALL SPECIAL ASSESSMENTS CTED AS TAXES, WHICH AT THE TIME LING OF THIS MAP
WITH THE COUNTY RECORDER A LIEN AGAINST SAID PROPE T NOT YET PAYABLE AND
SAID BOND HAS BEEN DULY APPRO SAID BOARD OLeUPERVISORS.
DATE: q7MER
-oNANCY R CASH TCLERK TO0 F SUPERVISORS PAUL McDOf
COUNTY TAX
DEPUTY BY.
CITY CLERK'S STATEMENT
I, JUNE S. GREEK, CITY CLERK AND EX -OFFICIO CLERK OF THE CITY COUNCIL OF THE CITY OF
LA QUINTA, CALIFORNIA, HEREBY STATE THAT SND CITY COUNCIL AT IT'S REGULAR MEETING HELD
ON THE.S"= DAY OF Qokobcr , 200 , APPROVED THE WITHIN MAP OF
PARCEL MAP NO. 31876, AND ACCEPTED THE OFFERS OF DEDICATION OF LOT 'A' FOR PUBLIC
STREET AND PUBLIC UTILITY PURPOSES, SUBJECT TO IMPROVEMENTS IN ACCORDANCE WITH THE CITY
STANDARDS, AND THE LANDSCAPE EASEMENTS OVER PARCEL 1 AND PARCEL 2, AS SHOWN HEREON.
Id/a/`2-04 BY:
DATE YdNE-S. GREEK
CITY CLERK AND EX -OFFICIO CLERK OF THE
CITY COUNCIL OF THE CITY OF LA QUINTA
SIGNATURE OMISSIONS
PURSUANT TO SECTION 66436 OF THE SUBDIVISION MAP ACT, THE SIGNATURES OF THE FOLLOWING
OWNER'S OF EASEMENTS AND/OR OTHER INTERESTS HAVE BEEN OMITTED.
NONE
J.N. 1685
l��
/e
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 2 OF 2 SHEETS
PARCEL MAP N0. '.31876
! 7 : vt LA QUINTA ENGINEER'S NOTES
BEING A SUBDIVISION OF PARCEL 1, LOT "K", LOT "L" AND, A PORTION OF LOT "F" fun sal NO`
AS SHOWN ON PARCEL MAP NO. 27131, FILED IN PMB 184/87-91, O.R., BEING IN Oy 16THE BASIS OF BEARING FOR THIS MAP IS THE CENTERLINE OF FRED
L j THE SW 1/4 OF SECTION 18, T. J S., R. 7 E., S.B.M. WARING TAKEN AS N 89'35'10' E PER PARCEL MAP NO. 27131,
W AS SHOWN IN BOOK 184, AT PAGES 87-91 OF PARCEL MAPS, O.R.
Q MAINIERO, SMITH AND ASSOCIATES, INC. MARCH 2004
� 0 INDICATES FOUND MONUMENT AS NOTED
0 INDICATES SET 1" I.P. FLUSH, R.C.E. 26401, UNLESS NOTED
Z __- rl
OTHERWISE.
0 20' LANDSCAPE 20' LOT 'L' (-) INDICATES RECORD DATA PER P.M.B. 184/87-91, UNLESS
rTr
20' EASEMENT PM 184/87-91 NOTED OTHERWISE.
[-] INDICATES RECORD DATA PER M.B. 142/49-54• UNLESS NOTED
e=`Ll1 GJ11L -ZZZZ L L/1 L/11 L.GF.1_L� OTHERWISE.
N 89'35'10' E 225.00'N 19_9'39- E
3 L) NOTE: EXTERNAL BOUNDARY DIMENSIONS ARE RECORD & MEASURED
PER P.M.B. 184/87-91
wo N 89'35'10- E 275.89' LOT -A- (FRED WARING DRIVE) L�°U U° G`10O `23 [7939r R&M INDICATES RECORD &MEASURED
DETAIL A o°°11 �� DENOTES RESTRICTED ACCESS DEDICATED PER P.M.B.
i-----------------------184/87-91
3 1 13 18 - — - — - •,, L-------
�I AD. IX2W NAIL FLUSH O AS THE MOST 24 19 FRED WAKING DRIVE e2 uu y> ti` i AT ALL PARCEL CORNERS, SET 1" I.P. FLUSH IN NATURAL GROUND,
" d OO�I (' I W/PLUG R.C.E. 25658, OR SET NAIL AND TAG IN CONC. FOOTING
S' LY SW CORNER OF PARCEL I
I i 4 PER P.M. 18x/87-91 ti ' 'e J, I G _. OR FENCING MATERIAL. AS APPROPRIATE, STAMPED R.C.E. 26401.
N 89'28'40- E 605.00' �� uV`��u4s�soo�O• j -� p
(280.00') R&M I (265.00') R&M ,11-�t- �` �s !�\. TOTAL GROSS AREA = 25.11 ACRES
nn ry�y�'� Ir'�� �7n �7 '� Qti' `� � 0•\ i � � TOTAL NET AREA = 25.05 ACRES
545.00'
�� a I ; / ��'��',�,• p°�°D° x£34/Ba��� p,,�Gy�,. . \\` � � °° EASEMENT NOTES:
,P ��\ i Op (f] EASEMENT FOR WELLS AND PIPELINES PER SK 894, PG 560,
3/17/48
�3 p N I / (N 89'28'40' E 366.46') R&M I oo BLANKET OVER NE 1/4, NE 1/4, SE 1/4, NW 1/4, SW 1/4
Z c 201^ • LOT -� \ 1 (� 55' R/W FOR FRED WARING TO COUNTY, ALSO SLOPE EASEMENT TO
m I I/ PM 184/87-91 i 1
L------ CONSTRUCT 40' ROADWAY WHERE NEEDED
110' LANDSCAPE/SIDEWALK EASEMENT AND PUE PER P.M.B.
/ 1 I 184/87-91
OALLIE1
r------
LAS BRISAS
Z
eo I / 111 '!6 1-36 , I - 20' LANDSCAPE/SIDEWALK EASEMENT PER P.M.B. 184/87-91
LINE DATA t 1 ''i & AN EASEMENT 23.00 FEET IN WIDTH IN FAVOR OF THE CITY OF
~ I / 20' - NUMBER I DIRECTION DISTANCE ' 7 LA QUINTA, FOR SIDEWALK, BUS SHELTER AND INCIDENTAL
W LANDSCAPE - I 1------'
W b I EASEMENT Lt N 44'35'10' E 32.53' I I PURPOSES, PLR INST. NO. 468855, REC. 10/29/98, O.R.
/ DEDICATED vi L2 LI 45'06'51 W 32.70'
iz n HEREON n L3 I N 3536'42- W 38.38'
w PARCEL 1 3 L4 IN 00'11'07- E 15.92'
1/ I
Z I ^li 433,728 S.F. PARCEL 2
0 I / 9.96 AC NET 657,553 S.F. I 0' too' 200' 300' 400'
0 i I/ 0 15.10 AC I W I1 DRIVE
z 1/ z > I'
o i o I / CURVE DATA I 4( )4 SCALE 1"=100'
Z o I/ NUMBER DELTA RADIUS
PpQ°° Q3a° "TIIIII'N"S• uN�O III'IhI;I I•'///i/// — —
i ARLENGTH TANGENT
CI 45'06',10' 458.00 J6.58 190.22
UJI
C2 45'06'30- 422.00 32.24 175.27
QCQCo°��0°
co
°
-w LOT KC3 2024'29- 62.69 2.33 11.28 J
_
-®- C -i
COVPM 184/87-91 C4 20 24':9- 80.69 28.74 1452
L
22
= PALM ®EB:8T �9D®A �8GE� 0 cc
a HOVLEY LANE AVENUE 4260' 20' LANDSCAPE SEE
EASEMENT 10' LANDSCAPE
DETAIL AEXISTING 60
— ' EASEMENT
P ABOVE RPER 20LANDSCAPE EASEMENT DEDICATED HEREON
PM 184/87-91 DEDICATED HEREON
LOT -L- PM
Q L 184/87-91 NYUB
\ 2 I
° I l'�i- .-• -- _L�! l L�L�C!_L1_L�L-!_L1_Q
!-L1_L./-111_L�! 1 L1 �� 1!_L�L�!_ o VICINITY MAP
r `•� I 1 N.T.S.
° ( I254.17' 91
\ LOT A- 530.0% N 8935'10' E 1447.70 , $
13 18 (FRED WARING DRIVE) $ FRED WARING DRIVE I Sm• cALLE us eR1SfS 3
_—_ \_—_____—_--__—_—__ _—_—_—_—___��
/_—_______—:—_—_____—_—_ ___—_— --- _1_—_ _ _ _ _ � PALM ROYALE
FD. RIVERSIDE COUNTY PK // (N 89'35 10- E 1590.57') R&M _ FRED WARING ORNE DRIVE
24 19 AND WASHER FLUSH ACCEPTED SOUTHERLY UNE J BAS OF BEARNOS
AS SW CORNER OF SECTION 18, SW 1/4 SECTION 18 [N 89'35'10- E 1590.64] FD. NAIL W/ILLEG. TAG • DN. 0.10' NO. REF.,
TSS. R7E, IN LIEU OF 1.5' BRASS (PER MB 286/62-64) ACCEPT AS C/L INT -X FRED WARING DR. & PALM INDIAN WELL$ LA auomyL%
CAP PER P.M. 184/87-91 ROYALE DR.. REPLACED WITH 1 1/4' BRASS DISK
FLUSH STAMPED RCE 26401
' J.N. 1685
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LEGEND RAA 2713� . �' ���
Q Pamir?C� 4 r �pY M -J qE` - ' � 1 MSTRLCT 4' AC OVER.. 7• CRi61m AGG G4TE BASE fER SOILS REFl79T.
' - 5 - PARCEL _ / Y- \ 2 6' OIiJAMENlAL STEEL TLW FEhCWs PER O.S.USD. AAD AFOfITECTS NAILS.
INDICATES AC PAVEWNT - RRR m �{ ^•�� ``! r ,t 0—
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PROPOSED f l t] � � S Q �^ 076M 7 FX SID:MNX PER Cm OF LA aZWA Sm. ND. W.
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' p G IACICATO 0WIM AGGREGATE BASE m ` =-, ! - I ' o- 026TAWT GUTTER LEPF*W10V PER CITY CF LA Ov NTA SM. AO. 330.
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COLD PiAAE GIIRO 027' MD OYERUY 0,20' AC. G3' WIDE NOVI
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INDICATES FAGINfi SLOPE PROTELTIM CURVE DATA TABLE ` t I � •� � �STREFT LI(af7 FUR APPROVED STREET LICIT PLAN. -
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tfl'^�� C1d 45'06'30 452.01A 364.37 192.21,\ ( PER DALIRAP6 Srll 61ECIFIGTIOS SECiIOV 72.
V�J (ENTFJilIf rASNIAGTOv STrEEf .COLS' '45'06'30' 414.50' 349.95' 184.61' d' \• (2 caerA,CT muss GUTTER gwmn PER CITY O= LA Dom STD. AD. 2317
[EIAC AMM" •II OB- AS SOAN ON GRAPHIC SCALE f -=40' C16 90'01'02' 25.00' 39.30' 25.03' .fP� \ CITY of LA OUiiV TA Ca6TPECT B• AC OINE RER CITY OF LA OUINTA STD 274.
PAf�7_ NAP M2. 27131 RIVE7SILF y \ Plan :it2t N0. C06RR.CT REDWOOD HEALER PER DETAIL A- OV SHEET I O= 6.
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co6rmrr a- am Aro GI/TIM MR.CITY CF LA OUNTA SM. AV. FTP.
C96TRL47 4- scr smEwALK Pm crTy ir LA ouINTA sm. Ac. m.
YES FCC SUFACIAG PROPOSED
DOICA m\6Tixcr Rx FYI
Crum cF Prvamm Srp. No. 2o7A.
-DARBY j\/JjbDLE: 'SCIHOOL PA L M RO YA L E'D R IVE • C96MC CURY Da7 CAFCH iASM AW CITY CF LA aM(TA STV. AV. 300 X 6 N MR FLA4
IADICATEs CFXGlEV AGGREGATE BASE 0— amstnucT GLMER 064*WRW PER C[TY OF LA QVINTA STV. AO. 330.
MSTRUCT am PAW MASE A) PER CrrY OF LA GUZVrA SID M. RM.
D101 CAMS ATEA C F REklOVAL s4mcur, ngdDYE Aho DIS"CSF CF EXISTIAG am s Gvrra?.
g-MOUT. FSOVE ANO DrPEW CF EXISTDO ACIAB PAYSENT.
Q� COLD FLAW GqftV 0-20' AND OV9XAY 020' AC. 6' WILE MMJ
BVICATES AREA OF GRDV 6 MALAY
.AIN 9 WATCH EXISTDG ZM*V*7eVTS.
® .. ,� 11 AWZr XMHOLE RIN TO PROPOSED FINMED GRACE.
CURVE DATA TABLE STIEFT LM FER APPROVED STMET L 1017 PLAN.
CURVE DELTA. I RADIUS LENGTH TANGENT FtMISH AM IASTALL IS- RCP M- 1000) SI
GRAIN PIPE.
BASIS OF BEARM C12 1 25.00' 39.27'1 25.00' SIAGLE IEADXALL RW CAL TRAJ6 STD. P -AN 069
39.27 25.00' MIALL 1O),lOk2'FAClAG SLCFE PROTECTION MEDOO O'CROUTED SELM
TO _C13 90*00'00' -.00' CmS`,tx7
:90 *0'00FER CAL TRANS SID. S�ECff7C4TlOF6 SECTION 72.
C14-95.06'30':�.
MK]k,�Z R T .—MASIBACTON STREET Ca6tarr axw affun SFlAACFn PER CITY OF LA CUBOA STV. AO. 230
BEJAG AW *11 VB' AS gem (IN GRAPHIC SCALE 1-40' C15 45' 6'30., 44 .50' COWTRUCT @--M DIME AER CITY OF LA OVINIA STV 204.
PARCEL MAP Ab. 27131 RrVENSIX C16 90'- '02 P� DO -
DIAL Cati". C26TFXCF AEOMM 1EMIN RW OFFAM A- ON STET I OF 6.
BEFORE C06TRXT AC UVERSIDE DRAIN PER CAL TRANS STANDARD PLAN D978 TYPE A.
6 Plan Sat neo.
YOU DIG 0 40 so 120 AMWT &YISTIAG WATER VALW TO RMSED FZX19,6 $Ul:FACF.'
CMSYALCT PCC ORIVEWr PER CITY OF LA GUCVlA STO. --I.
A PUBLIC SERV
MAW BY MIXEC"YOFLACIMMSTATEOFCALOMM
PRI!�YF SCIAMIM ACTE., Licsvwv uriums Nom FwrrEFA REVISIONS ARM[ DATE I Pmm U� mowAsson ol; SEAL APPROVED BY. WE WY OF LA QUMA SM . EETAb
C267arr7m QWn%W= AOM 71MT D! ACCDUVAF AM QBMUY ALL LAEUMM UTMIT ms a? s1Rr1U43 mumu BY VE aw a? FD 017
A039�M C067ALerim RMCFAM 006�ZM 070PAMP M= X 006 AW MSM 9fkN M DE MMM MMEV ME DGMW r EPIC ENO 01CAtCH
ARM M AMW SXF AD 0301AW AE"6=11Y FM M SITE PEMMRBYAOZ;TR6 OMff MEETWMMOUPLAN
F*V �IAC
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Da MM SVM CF AU MM6 AW RM9FM DOr DO ASMRWW� M ASM LL4ffaM #0 M POA LAZEUM0 MUMM RP ANY OVMMS 101EAEMANOSBOULEVARD 411 or
9OU BEM.W MAqXrCMVM&YA�MOT iFLDMM rOAMW ( E_ y�.. �7 _3
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omm ala� Ab � �m pmvmm� � naI EVJMM nE CMAWFER JS AEU&M TO FAAF M REEMMMMY k FUMLANDS. CA 0= PLOL 7S :Nlr:DMCTaR
CW FM MaArr. EXEFTM LL48RJTY ARISAG AELSM M REW DE UYAMES M SnIC7LqS 9ON AAO ANY 07MR — CITY ELEV: LWM7 am A mnnw cr t* SWM X"' � M7M to TMISO 5 SM"
��RjMRBIE IF a3aw avisuak. UTILITZEN ir 51=nM FUM At nE SM. It "U, OF M CWTMC7MS — AAW3F 7 EASY.'M IN M CITY � LA W194, CMMYY � N Am
RVVMMM FU USF
rW aMU 07 nE Urk= W STMCnM i F QmXCA,lFwUA I
MOMM ffff S7AWJW WX -12 R.CE. AD. 45843 EXP. DATE., J�-31-06 SC.F., 151slow roo nauaa
PfFV.KU Fl -LM 124YE:
CONSTRUCTTONNOTES A OUANIiTYES"M41M
1NDICATES FACING 30E FW7ECTIDN
0- 4- AC OVER 7- CREAiFED AG64EIGATE BASE PER SOILS REPORT.
2400 TONS AC / BEDS CY AS
7 - 6' O9vA L. STEEL TL6E FEWIAG PER DS.USD. Al0 ARCHITECTS DETAILS.
3o-- COSTACl B" CLAD AND GUTTER PER CITY O' LA GUNTA STC. AD. 202.
660 LF
29W LF
o-- 07STACT I' PSIDENALK PER Cm OF LA QUINTA STD. AO. 240.
LL'
19000 SF
/�
V-C�S CYS7AL'1 FCC C7IVEKAY PER COUNTY OF RIVERSIDE STD. NO.277A.
4010 SF
o- O?6TNCT OPO IMET CATH BA.SIN PER CITY OF I.A.- STD AD. - ON 6 H PERANO.
2 EA
O7 - LriSTA. r GUTTER DEPRESSION CASE t" bWPER CITY OF u QUINTA STD. AD. 330.
_ 2 EA
8o-- CO6AA.CT CAB RAMP (CASE A) PER CITY OF LA QUINTA STD. NO. 250.
1 £A
SAMOUT REMOVE AAO OISROSE OF EXISTING DO.OE7E.
1270 SF
SUG/T. FEMDVE AND DISPOSE OF EXISTING CURS 6/09 C!S 6 GUTTER.
750 LF
� SRWa/T, fETDVE AND Dr990.5E a< EXISTING ArIAB PAVEAENT.
11700 SF
CLD A. AAE GRIND 0.20*AAO OVERLAY020' AC. (3' NICE NINJ -
5110 97
IN 6 NATOf EXISTIND IMFEDYBHEN75. -
L
9eLN PINE (D-15001.
10-- PIANISM 6 DSTALL 24" -B STOW -TED-BY
25 LF f -r-
EXISTING PDNEN PLLF TO BE RELOCATED BY PQ.f oNNEA.
3 EA 1
AO.dST HANDLE RIM TO PROFUSED FINP&M GQ4W
3 EA
�
L"� STREET LIGHT PERAPPROVED STREET LICIT PLAN.
4 EA
!®-- PROTECT IN PLACE'.
250 LF
FIRVISH AAO INSTALL 18' ACP OA 10701 STORM aPAIN PIPE.
75 LF
CYSTRCT SWLE 1£ADKALL PER CALTRAAS STO. PLAN 039.
2 EA
� LNSTALL 10k10 k2' FACIAG SLOE PROTECTION METHOD B GPDUUTED SLID
1770 IF
PER GAL TRANS STD. SECIFZCA TIONS SECTION 72.
1 LS
�lt7.Dca TE SIGN PER 97GIIAG 6 STRIPING LADS.
2 EA
REMOVE 6 DISPOSE OF EXISTING BAFRICALE.
d
1 EA
CONSTA.CT CROSS GUTTER AAD SPAAG EL PER CITY OF LA Q/ZN7A SM. AO. 2317
170 W
SANOLIT. REWVE s D.770SE EP EXISTING AC DIRE.
W IF i
l CONSTRUCT 6' MEDIAN CAB PER Cm OF LA QUINTA STO, ND, 210. WITH 6' ff
F
TO BE CONSTRUCTED ABOVE PROPOSED FDV194 SURFACELF
1100 LF
1Ei CONSTRUCT 6" TO 3" CRS /MASITION
40 LF
®--CXS7AdT CRR RAPER APNA STD. 111-2 GSE 9: TYPE 16 SECTION
RAW.
V
KITH CIETAILD".
®- C NSTNLCCWTAWTT B" AC DIKE PER Cm IF LA QUINTA STD 204.
2 EA
1 EA
197 OVER 6" OiM9ED APSJEGITE EASE
V
CONCRETE TO BE CZOED 9AVVJS�KNLVA
'A-
670 g
V
A.0
CXNSTT REDWOOD HEADER PER DETAIL ON 9EET 1 OF 6.
460 IF
®- aR IT AC OVV61 E CPAI N PER CAL TRANS STANDAR RAN D378 TYPE A.
1 EA V
RTE NOTL60
V
L"7r-T EXISTING MATER VALVE TO PROD FINI9E1) SAFACE
6 EA l
-COSTA.CT PCC CRIVEMAY PER Cm OF LA QUINTA STD. 221.
1 EA T�
SIGNING A STRIPING CONSTRUCTION NOTES A OU"ffNESflMATES
1NDICATES FACING 30E FW7ECTIDN
l PAINT I' NNITE STRIPE PER AUTCD 2003 CA. SEP. FIG. 3A-102 DETAIL 12.
980L
2 a, wrTEOffArl �LIZAG STRIFE PER ARID 2DW GA. STEP. FIG.
750 LF
3A!
INDICATES AC PAYE)ENT
�- PAIN EDE LANE- PAVEMENT MMMIAGS PER A/Tm 2043 CA. 9i P. FIG. 38-217. _
9 EA
PAINT THAN AADN PER AUTCM 2003 CA. SUFP. FIG. 3B-21 TYPE ill
Plan Set No.
� (DIRECTION PER RANO.
PAIN BIKE LANE ARROW.
4 EA
9 EA
_
INSTALL AEN SIGNM PON RST TYPE INDICATED BY CITY ZAGECT0)
BEHIND R4t?P0.1wD DRB.
52 EA
DSTALL TYPE F-2 DELIAEATORS 0 SO' O.C.
6 EA
PElDVE EXIST SIGN s POST 6 SALVAGE 10 CITY YAR.
PELOGTF EXiSTJAG
I EA
SIGN TO LOCATION SOWN ON PLAN an CLEAR OF
OFAOVEIE'NTS. REPLACE POST AS DIRECTED BY CITY IAHECT09.
2 EA
MOTE NOT USED
SAwELAST W GRIND CFF EXISTING STRIPING AWIM PAVEMENT MARMIAKS. -
1350 LF
o- PROTECT IN LACE.
PAINT B' MNITE CUMEL77IAG STRIFE PER ANITCO 20103 CA. 9". FIG.
3A-112 CETAIL 38A.
PAIN SON SCHOOL XDC- PAVEMENT MARKINGS PER AUTCO 2003 CA. SLAP.
10 LF
FIG. 7C-101.
6 EA
PAIN 24- YELLOW OXESWALK PER CROSSWALK DETAIL ON 9EEr 5 OF 6.
250 LF
LT PAIN 12' WHITE LL14IT LIRE.
70 LF
WTE Wr USED
®- PAIN 4- SLID N OTE STRIFE.
1770 IF
PAIN 4' SOLID WITE EOGnZDE PER AUTCO 2003 CA. SL P. FIG. 3A-106
DETAIL 278.
BLD
AINT 6- TE G= LADE STRIPE ILEA AUTCO RCV3 CA. SP2
P. FIG. 34-11
PEAR
5167 IF
M.
695 LF
�- PAINT 6' W17E BANE LAAE STRIFE PER AFTCD '1743 CA. SRP. FZG. 34-112
DETAIL 39A.
4- YELLOW NAY LT TLiN LA1Tm STRIFE AROW CA. STIP.
M. 3EF
1297 LF
FIG. [ERA
®- PAINT 4' MCEALE YELLOW STRIPED AEDIAN PER ADTCO 2003 CA. SAP.
106J LF
FIG. 3A-107 DETAIL 29.
TWD--DJT*CTMYf AID PASSING STRIPE EEA AITM 2(03 CA. SAP.
PAWFIG.
1100 LF
34-104 DETAIL
�- PAIN STEP LEBEAED
400 LF
4 EA
610-- PALM DDECTIOVAL ANON L
MIREUMN PER AID
8 EA
�- INSTALL TEAFOWY 64WICADE
3 EA
SYREETLIGHTCONMWRONNOTE& QUANT RY ESTIMATES
�- INSTALL STREET LIGHT PER RIVERSIDE CXNTY STAADAFO NO. 1001.
H194 PPESIM SODAN VAPOR 270 WAFTS 22ODO LL•EN. 4 EA
DLS OSS er� �T.G. STREET
BEING AM 'JI TD" AS 9001 ON
DIALPARCEL MAP Ab. 2713L RIVERSIDE
TARO MOPXUNG
BEFORE COUNTY.
aArs BEFORE
YOU DIG vau DIG
CULL PTE 1-8 -
A PUBLIC SERVICE BY IXIDE1Ci1012D SERVICE ALERT
FRIVA(E DWEERIM MOTE
DD6TALTRIN 070AWM AGREES TIMI M Ao'DO/NT MIM S94RMLY
ACCEPTE DOTN57RL'rIDV JFMCTIM m6I)ZL710I O'MRMCIOR WAL W
RMOYEO TO ASW ME AND OMtETF IF51p16Q47TY FOR JET SITE
CONDITIONS UROG DE miff W DD6tRL71W 6 RE ARUM.
INCLUDING SAFETY 6 ALL ASS06 AND ROBNNT MAT DO AEMOMW
SOL E MUE ro ARRr OTTINQ3I AIO NTT E llMfiID M A714W
MVM06 /CFS AND 076RRACTEN OITPUCOi RRD99R ADM TO
9I Wff@SRIDHEI �RIO. FLi4fBtOrDM'G1 ILLNIA9[OES7IY FR.NFSM
OW
QsmN RD4S10NIL.
IN THE CITY OF LA QUINTA
OFFSITE STREET IMPROVEMENT PLANS
DARBY MIDDLE SCHOOL
PALM ROYALE DR. & WASHINGTON ST.
INDOCMAPLEGEND
%7%3/
r1 �� . STREET LIGAIT
F��f-3 v r. R 3 STREET TREE
4RN AWSC AAO IRRIGATION
PER LAAQSGFE ARCHITECTS
PLAASI
-X- STEEL ORNAMENTAL FENCAG H/W
.-...0...-- VINE'S INSTALLED OV FEACIAG I VARIES FRO
rJ2' VARIES FIM
t 6VARIES FROM .Y' TO 2•'
CATON\ .09'
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N I r
la
sf/
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wMmi..Rrt
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AftNOWMEORMfnSTATION 12�69.69 TO STATION 27
N N • • IOL
CA
NMN■ ■NMN pt IjM PM, A7131
_.Pt It
Ito a..`� `G PSS .
n
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F =
STATION 1 -79-57 TO STATION 22�69,69
r
'1 J
1NDICATES FACING 30E FW7ECTIDN
FOR MASNNGTOV ST.
INDICATES AREA OF REMOVAL
\
TRNCM. SiIEET SEL7106
SEE SKIT 4 OF B
INDICATES AC PAYE)ENT
CITY of LA QUINTA
-------- ois--�
D
Plan Set No.
TFi\IT TRACT 31-17JlJSam
"
9mai GSL PER MUM
INDEX MAP o aToa- BASIN
a�
i I SCALE. 1 • - 200 • Ofo- J.03 O S
I�
I
EA rwy#y KOUANTT/YES"AM
CUT- POW CY FILL- 16000 CY
TIE ABOVE RUNTITIES OO NOT REFLECT ANY SHRINKAGE SWELLING. STS"A"CE OYER
EXCAVATION DD ANY SRECIAL OA'OITIOS THAT MY BE SPECIFIED IN TIE PRELIMINARY
SOILS IEPDDT AND ARE FON AEFEREAEE AID FEE RAO.SES MAY. SING TIE DGMEER
CANNOT CWTRX TIF EXACT METHOD DD MEANS USED BY ME CONTRACTOR OARING GLIDING
QERAT706 IDR CAN TIE ENGINEER GUARANTEE THE EXACT SOIL CONDITION OVER TIE
ENTIRE SITE. TPE ENGINEER ASSUMES W RESPONSIBILITY FOR FNOL EAPTNMOK
OUANTITIES. TIE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERWMING HIS ON
EARTHWORM allWZTZES FON BIDDING CONTRACT. AND C06TAC770N RARffS. IF IT
APPEARS THERE WILL BE AN EXCESS DD SHORTAGE O MATERIAL. TIE CONTRACTOR NAY
AOTIFY ME ENGINEER TO DETERMINE IF POSSIBLE (RADE AOASTWWTS CAN BE MADE
TO ALLEVIATE SAID MATERIAL EXCESS OR SHORTAGE.
MUTYCOWANIES
NATER COAGELLA VALLEY NATER DISTRICT r760) 35B-c'Wl
SERER C7AOt1LA VALLEY MATER DISTRICT (7601 359-20/
ELECTRIC DFERM DIRIGATION DISTRICT r760) 3M-164
GAS TIE GAS CONP/UNY IBM 335-7728
TELBRQE VERIZON rM) 323-1231
CABLE T.V. TINE MARKER CABLE r76N 310-1312
ISA UlM SERVICE ALERT rm) 227-2909
PAVING NOTES'ALL.ACD �IrES g tN
1. y1NIG �OaPACTE'I TESTED PRIOR TO 8J4�g'N¢GAALF LIN6RfITCy1ILW �
BY 71£�71IyyE��0CTT�I I-IANYE�Y[A�IIOIGiTl� TAE SB9lFAE Ci;17TiO�i
THEIR I/DEACAi1fM FACILITIES HNVE BEEN INSTALLED AMO ACEi.
2. gPAIRA PNAVS. 15 liOUlft71 FW ALL EIGAVATIO6 NIBE EXI m �
AND IRA NAVS.
LANE O.OSIAE.S AW OETL IN TIE CAL�OD MA2pAVRNSES5,9W.1 (C
OE'E} AN FBY W THE CITY p ADA AMITTT�IOIWNDLI�TALp�S
3. A �T LDI71 N)1tIlM X O�SB!B M17�-A Tp LIIOV If10 OF THE SIS®
STANDARD 9�EU/CI�FIG(T,IpQ$p VAUET VETS[ON (OEBN B07R0 WrED AS FOLLOWS
jff�CQl6E ,LONER OSE IIIIFBFF-0-E�A��IRIffrp�rp0LC00RE (�
GLI�NTAFN ME BALAMM COURSE OF TBE/EA ILT1 WLSWPNAL TIC E TNIIXAE L.
4. i�iO6Mr DES IGN vSEVEN NtmNr �REMIXanN'YALiI SIKSH as
AGGREGATE WHOA TIQS VOIOG IN NIAE7LL
AGGREGATE (VkQ AIA VOIDS AW
S -VALUE YMIOL6 OIL LONIENTS FW EAW NIX.
TO EM5L E TDELY ARIDVAL. TIE CWTRACTOR/9iRIER IS ENbIM® TO
REFER TO LA Q1IWA5 SDN MIX APPROVAL OEOQIST MRW FG90 TO ENSUE
ALL REQULIIOAE�D LAB TESTS ARE FE7FQiE]IIg�ICFEGRTIFIyEp AND SEMrrMO FW REVIEW
5. A TdL. B.ISE Cgq{N-I6L�ENI FAIL L froMSIXWIVFN pyPART PTAOf SURFACEST 9MLBE
�T7tN2033 OF DOLE 41' �tIFZGT r T Tf I4,IQIID T SWAG
BE DUDE 60-70 AND APPLIED AT THE RATE OF 6.1
SIRS &GtAEEFS pLG) 6. MEN THAT JIM EXI9I7Y01EEN$GIHEEp_ _ACTT oJ;JRATIdS
ION
4n1LTu Slffr tai �ir EOL �vEWO�Nf5A1YlA°AHffoEatAfialrrASIAG rTLfa
TEFEZrA.0. G 350-5561
7. ALL MARC EM MO VALVE fX ERNES 9CALL BE ADL SM TO FINAL WADES AFTER
PAVENE a TALUT7 IS Cann
RD,EL'r MO. 607556-07/ r951) 256-0537 e. STAMPED SAOMWUTILITY617E 8/19/2004 FAX W1) 255-0534 GBl gpylL� u7F7L1L
AS FlILQIS 5' FW g3HR D' FW GAS AAD F' FOH ELECTRICAL
Et ENJA7N0 UrILrTIES MOI£
AUL LNGERNMMO UTILITIES DT SDRLDAS NODDED D DE WAR OR
071ET8 AMD ROSES RM aY ONE AEOM EXNO® YF XMW
Wflll DFA ARR@DMIE lDDH/!01 AO FYNBO, DE 61991 N ACCEPrOG
DEE PLANS R RXIMM DIN DFFVM)GYI5 WMAYT D"all AGTEE.S
M ASIME LL492 /' AM) M IOD 1/OR6IOD) MIRAM FII ANY 444M
ASL TIU6 ROI EIIS78F CF UHDEWDO UTI RES OR STRUOM NOT
fig n[P ! 7D DE UmaED ROI BMW 07 SON Of ONE AWW
EXKM. TOLE mITRIC707 IS AODW ID TAW OE iKDWFlWWY
W -42M TD FW=7 DE UTD.ITD3 W S7RCD/FS 9LMV ANO AN 077997
UTILITIES Q S7RCIM FDFD AT DF SRF. P SALL E IE TADNL'IO7S
A V4121LDY TO A7ID'1Y PE DAM V PE U721IRES 0' 5=71173
C20DO 870E STARIDG MDR
DATE
GENERAL NOTES
1. ALL NORK
TME STANDARD SPECIFL BE FGTIOS ACCORDANCE
APLIXIC WITH
WOWS CONSTRWTJON TEST EEDITION irr � THENKTA AND
CITY OF
-LA ODINTA STANDARD PLANS DATE AUGUST 21. 2001. CR LATEST EDITION.
2. IT GRAIL BE THE RESHO'LSIBILTY OF THE LEVEL WFR / OWAET OR CONTRA CTW TO APAP i0 ME CITY
OF LA QUINTA PUBLIC WOWS DEPARTMENT FOR TIE NECESSARY PERMITS CT i0 BE RESPONSIBLE FON
SATISFACTDDYCOMPLIENTF WITH ALL CDIENT EHYIPOENTAL REGULATIONS MAINS THE LIFE OF
CONSTRUCTION ACTIVITES
FOR THIS PROECT. AOIYIDDAL STUDIES AND
/ OR PERMITS MAY BE REQUIRED.
3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER
GOVERNING AGENCIES.
., THE CONTRACTOR SHALL NOTIFY TME CITY PUBLIC IDMS DEPARTMENT 48 IO15 PRIOR TO ANY GAADIAG
BRUSHING OR CLEARING AND EACH ROSE O COHOURS AT (760) 777-70M A4B HOUP0109 TO
REWIRING INSP
ECTIONS.
S. TIE LOCATIONS OF EXISTING UDEMO RDUAD UTILITIES ARE SHOWN IN AN APPROXIMATE MAY ONLY. TME
7.
a.
9.
PROPOM
11.
SCAM
1 .
13
VM
15.
f6.
Ips
1 AMXXE n.
1B.
I 20.
1
21.
23.
pLPLRQARrkf�DMLpAD6Y0#fi f'4NDT/LETC%GIN0GVIARpAMCI9O�k ALDLR
PEI.ATED T/OLTHESE FLN�6 SURRA N. 7016 SO THA IS
EAIFOLTOELYETEEpSAFE NDVILED A PLADE lO ATOS 91ALLBEN6)CY M
TI£ DLQFAT7 � AW�IEAL9BiMmVTFETALATIOS- Or
0.ANTHEM OF LAMP A�WLMR$7EpU,�ST�AITE OF LN_IFlANIA DEPARTMENT OF
TAE'ER SNCL AL EDT FESFOilD. IN NAYLLWAGCMTI E ARVliROARCO CIVIL
AW SISCNTRAL CYS COFLI MITN SAID fEGLATIOS AND OAEFS.
�rL�FURTHER AGREES RUNT HE S/ULL A59ME SQ.E AMO fZNFi.
�IFFRTATIIOVffN, � HAD. O7 THOERYIF ALLLIR/Af�iiTS(yOTW �R"69AID
OMN ANY
N AIO W� ANOT TPEI CIVIL TEL71C EA
HN]�ARR{AfESS PFERP�NQA�NNYAAA�ND ALL LIABILm. REAL W{�N,�1EiEOEN EXCEPTING
F
OR
LIABILm ARISDG F� SO I�ETi,06 L� 0 fR OR
ETITAMIINEER. py T� QUA DA�gS6A6 A��A�E �F��TITR�y
� � SVA I �ro i� AD97HPETR UTILITY W IIRIGI'
7 LF�FO9 LDEATIO'S APF ANOT SWMN. TAE W SMALL $
FW WTIFYAG ALL UTILITY AND IG4TION fDPANIES
rLLIMES AFFELWTDD TUNIS INIINC M W7 /MI L/EFETX(�AW
FW ANY OANACE W PROTECTION TO MESE LINES.
SEAL 1 APPROVED BY: IHEWYOFPAW DESER7
REVISIONS P"P_ U rx*w 11v sLpden O1 SEAL
o EPIC ENGINEERS
O POA r^;,j aaN.sm®oo
mNn.naGMIGHGtOBR
ICI E REOANOSBOUEVAM TELE •08-741-M
SLM 140 °R Ib Olt >o REOIA/OB, FAX 9010-782 SM
CM.
AAAA .aaHo a
/_p 8/25/2005
GATE
AUW GIR90100
CITY ENGINEER '
APPROVED BY. THE C/IYOF lA QUINTA
RELOCATION OF ALL
IE APPROVED BY TIE
LOCATIONS SHALL BE
MD AND DEBRIS DEPOSITED ON THEM AS
DOE TO TIE SAGISFAC7f0N OF rw CITY
IN ME STATE
IGNTED IN CONFORMANCE
THE EPERFOMAACE OF WON
'NJ
UFRN KIOMAM
'AE ENGINEERED GRADING REWIREMENTS OF THE UNIFORM
1LS REPORT W. 08360-01. DATED. JANUARY 17. 2004
TELEPHONE Moo)
92.-7015.
'OR TO CONSTRUCTION OF PEIMNENT DRAINAGE STRUCTURES
iVIDEO TO PREVENTPO IZAG WATER AND DAMAGE TO AWACENT
BE SCARIFIED TO A MINIMUM OF B' ON TIE ENTIRE SITE
24. THE SOILS ENGINEER ANO ENGINEERING 6EMOGIST SHALL EXERCISE SQrILl[xr STAtxr1GTM1 RmTNX.
OWING GRADING TO ENSUE COMPLIANCE WITH THE PLANS SPELIFZUTIONL AND CODE WITHIN THEIR
PURVIEW.
27. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STOMNATEP INFILTRATION
FACILITIES FACILITIES DURING CONSTAXTION O SUBSEGUENT IMPROVEMENTS BY THE CONTR1CTOp.
T TION IFI TRATIOW FACILITIES
R EOIAT RA PRION TO FINAL ACCEPTANCE O S CE DRAINAGE C PETER / L
TIE COI/ CLEAR SHWADEMONSCONDUCT. E TIE PRESENCE OF ADEQUACY
CITY RTIC FACT T PERFORMANCE TEST
DESIGNED ACTOR TO DEMONSTRATE D FUNCTIONAL UST CON OF TIE FACES TIES.
26. TIE CONTRACTOR
ONAu PROVIDE
APPROVED MfW O R IS ROX COMPOL MEASURES AS REQ/I1E0 Br TME
FUGITIVE QST T AND LAN ESSHU FOR THIS PROECi.
27. THE MAXIMUN CUT AND FILL DOPES SHALL DE 2 1.
�. ACERYSUBMMIi� OF *R' REVIEW LEI TESTTSLFO�AY �ASE.NAL STRffi SECTIONS
LEGEND
AC ASMW. TIC CONCRETE O INDICATES C26TAL7I014 A07F
BOR BEGIN CDB RETEAN
Svc BEGIN VERTICAL CLAVE IMOICATES EXISTING DOER ROLE
AS OWED AGGREGATE BASE � &&# MIFF
CRL CENTETLIAE O IWIGATES EXISTING 94A XE
CY CBit YARDS -� ODIGTES EXISTZMO SIGN
ECR ETD C FFI PETUN
EP ECF OF CIF FVC ETD VERTICALICAL CAVE INDICATES EXISTING TAEF
FG FLOW L GUM
L FROM LINE INDICATES NATER VALVE
FS FIN19ED SUFADE
G9 WADE LAK ® DDICATES NATER AETEA
HIGN POINT
Lf LINEAR FEET O O INDICATES BACMOW DEVICE
LP LOW POINT DD/GIE3 5'AA,UI LINE
Mw MIDDLE OF VERTICAL CAVE
FCC PORTLAND C3ENr CONCRETE TWIG TES WEACE R WIND 6
PCC RIM EP calf am CAI£ ODD FLAW WIND
P/L PROPERTY LINE INDICATES EXISTING DFFBVEIENT
PI RIM OF VERTICAL INTERSECTION INDICATES RXP SED OWTOlp
PRC POINT OF AEVETSZW CLAVE INDICATES RIGHT 0- MAY
FRVC MINT OF REAMING VERTICAL CURVE
R/W RIGHT OF MAY ___997 INDICATES EXI6 DAG CONTOUR
97 STORM WAIN - „G,- DIDWATES EXISTING SEWER LINE
g S71AAE FEET r
OR CA ren BASIN =f- TWIG NESS EXISTING lELEFiONE LLE
RD PONE)? POLE -G'G- IWICATES EXISTING &AS LIAE
NO.
A/ AQE -12'9 - IAOICATES EXISTING MATER LDE
Tc TEP OF am
®
1NDICATES FACING 30E FW7ECTIDN
®
INDICATES AREA OF REMOVAL
INDICATES AREA W GRIND 5 MMAY
INDICATES AC PAYE)ENT
CITY of LA QUINTA
IMOIUTES PCC 9AFACAG
Plan Set No.
INDICATES PCC mz6s sELTI00
Opo
INDICATES M&ED AGE EGE IF BASE
HD 0191 OI IA101
lFRED
KARM NX. OP.
W W ToN SR.
CITY,O" PamDE50!I
IffC S D TDO/ 137.
EAGDMEER CLEV: 139.0±7
MWOFCOILEMq I BIMETAh
SRIF STREU/MPROV6NEN/PI W
TTrzESH&7
PALMROYAIEDRWA
WAWBYGMSIRaT
A WODiTS, Q TOE SOUTN H OF SECTIO' A T MW I DEB �N
7 EAST SBP IN DE OTY !F' N ODXix DDATI Or D1D6ILE
I .
L-,-7.4 'I
1 131.92
9 -2 .49 1 PI=)31.31
r ;-4 DE IN=' -L772 W
A
VC
r
i.
PVI STA 23.98.00
7 . . .
4
PVI'ELEV =
CURB RETUI 4
M N'w L-A i
q
Z5 p LT
4
>
J -
.,L�� Ll 2
;._J
6 u
+
TAN
FLOWLINT: X -C -U, T S "i -Z c I +
4_"
-
T1
EXISTING TOP. OF- 0 IRR
I Tup 8'
"PRUF 0 ED
4 T: -4-
NORTHERL RBf
'X
+ ...... 1_71 .
EIS NU
-,-,4+ -;-4-j-"
4z A
EXISTING GROUND-
?
4.. 4 -1
6-
-4-1
>
U F�71' IF�
L
-5 C -L
GRADE IN -0,3500Z
dm
GRADE DIT - -0.89%-
4- ;+
f POR. 250.00' VC A +!
L
-4'
J. 1 6y:. g
4 M.
42 T F
21
PVI STA 23+9&00;0,-: 1 1
5 1 1 y I I _-� 40 w L
�11 STA =;11+301
I ELEV
T-
A -1-
All -
_4
XF
>cP
. . . .... . ....
&'PVI ELEV = 13550
_S.
....... .. I—
A
'TOP OF,PR[
]POSED -6" +
'9 NOR' THERCYMEDIAN,tUR
-is
+
L
N T 'i-- 4'<131159) 7P,
22 u
d
'EXIS GSURFACE,616 4 IND.&,OVE!
TAN= -OS
4-
F
+4
{Nm;- PROPOSEI
7Z �,T
z 4 91.43 c5 I
PV STA L ___.To OF- PROPOSED -6,--
P EN "136.Oe 1 -4,
40.0 11C 4 ... ..... -4
'./--,,-sot THERLY-MEDI
ANr-CU B" u
4 u
L-47. L-4%02' I
CURB RETURN 1w ..-I
CURB RET
. ........ . J
LLL,
>
J A-!_! .......... .
M f 7 u
ly 14
v
N_ B R! :10 83.00 ECR
i.w> > ? , - __j �
a A .. _� J�n
4
J
-4 (129 37) FL E
X -028L70-1
5
(0. Z CF)
R T; 12
22 u 24 25 26 27. 28 10 11
PROPOSED CURB RETURN @ RETURN
"A q2zll - I �ItI�
g SE CORNER FRED WARING/
.0 PALM ROYAL
PROPOSED CURB RETURN JAPt
L-4Sts
LIS' A+ju�g SW CORNER FRED WARING/
A 4' 51 1
PALM ROYAL _;L
.ii 00 R l: I
PALM ROYALE DRIVE I t
C
7 TO SEE RIGHT
SEE DIIE�� L "C' EX R/W
is I
23+44.73 BC SHEET 3
25+00,00 j
w TO 00 _LT TRANSITION FROM HALF TO FULL u LU
LLI mc, >
135.49 TC STREET WIDTH SLURRY SEAL 4V;rlm LIJ f�U
+2a M WARING DRIVE
13 0 ROYALE DRIVE
00 W. EX R/W MH
UJI w k
w
T_+ L2
CD
O�i,
CD -all
444m C
+
+
25+90.68 FRED WARING DRIVE lip
N24400 25 Go 21 Z7 C14
10+00.00 PALM R , I
E
FRED zlVARIING.
----- ----- —------------------ -
co (0
c:
21
0
UJ v 40
w
z 23+46.03 BC z
6.02 EX R/W
zi GRAPHIC SCALE 'I
15 /
22+71.43 BC 135.6 TC EX. CRO (8- CF) (15 3:
WALE: 1- 40'
0
Ci TOO RT 1-36.09 7C 23+11.43 EC
BEGIN STAMPED (D &
CONCRETE98 — — — — — — — —
135.67 TC SEE. DETAIL 'D" 14S 8t 48' i !1 12
CONSTRUCTION NOTES SHEET 3
Q PROTECT IN PLACE 13 CONSTRUCT B" CURB & GUTTER PER CITY OF LA OUINTA STD. DWG, NO. 202 18 INSTALL CLEAN FILL SOIL IN MEDIANS
SAWCUT AND REMOVE EX. AC PAVEMENT INSTALL TWO 4' PVC SCH 40 CONDUITS FOR IRRIGATION AND ELECTRICAL (24* MIN t9 CONSTRUCT LS* AC OVER 6.5' C.A.B. CL 11
O COMM) TRENICH BACKFILL PER OTY Of' LA QUINTA SM OWL NO. 600
COLD PLANE (GRIND) EX AC PAVEMENT (0.10- MINI, DEPTH, WIDTH PER OVERLAY EX.,AC PAVEMENT (0.10- MIN THICKNESS) PER TYPICAL SECTION, SEE SHEET 2
PLAN) PER TYPICAL SECTIONS ON SHEET 2. 15 CONSTRUCT CURB RAMP, CASE -A-. PER CITY OF LA OUINTA STD 250 21 APPLY CRAG: SEAL AND TYPE II SLURRY SEAL VAIN LATEX
@ ADJUST EX. WATER VALVE TO GRADE 16 CONSTRUCT CROSS CUTTER AND SPANDREL PER CITY OF LA QU:NTA SM. OM 230 INSTALL 2X6 REDWOOD HEADER
(D ADJUST EX. TELEPHONE VAULT MANHOLE TO GRADE s 17 INSTALL STAMPED CONCRETE WITH RUNNING BOND BRICK (4 -XS-) PATTERN 23 CONSTRUCT AC OVER 6- C.A.B. CL If
@ CONSTRUCT 6* MEDIAN CURB PER CITY OF LA OUINTA SM DWG NO. 210 PERPENDICULAR TO CURB FACE. MIN 4' DEPTH, 1/4' RADIUS AT EDGES,
INTEGRAL COLOR LM SCOFIELD C-32 LA OUNNITA OUARRY RED OR EQUAL
-OF
-A
'.UTURE Y
7RLY_TOf_{OF
I i I 1,
4T--I!%T--CENTERLINE-
EI OFIIE GALE
VERT. 1 •-4
IF—CURB..
13 14
a, < 13+06 ANGLE POINT
END SAWCU
END GK!NUGRIND, SLURRY SEAL
END AC PAVEMENT
MN EX (129.45 EP)
13 2GRADE TO DRAUN eg R/W
14+00
21
EX. EDGE OF PAVEMENT
R/W
PALM ROYALE DRIVE
SEE DETAIL _C'
C. i Y i LA ;'AhNTA
SHEET 3 ;..Ml Sot rlo,
LINE DATA
CURVE DATA
UNE BEARING LENGTH
jl N
RADIUS LENGTH
I
I TANGENT
L2 N 89,35110* E 1159,30,
Ca 1
IM I 2,00' 1 5,99'
1 26,82'
L5 N 89'15`10" E 768.84'
�7
269,56- 4
O ll
L6 N 89'3VIO" E 465.54'
Z
35 00' 4.R
L7 N 81103'20' E 33,97
L8 0
t�ESS, PL -NS PREPARED BY: 12/n/09 CZ MW LMMI OF AC 9,AV ftg MOLLALS CITY OF LA OUINTA
A 4/WILLDAN CITY OF LA QUINTA SHEET 5
ERT 1. ., la-a�q
-
.nk j
ft wmsn.. PC
l3i9l closspa" Cv=tZx O,+' 01mmR FRED WARING DRIVE STREET IMPROVEMENTS OF 14 SHEETS
allDIAL SIXIE 4W VIDUSM. a 917�307 4
B RE
TWO WOR (m2I m- JTG 40' STREET PLAN & PROFILE
EFO DAYS BEFXG
YOU DIG
[YOU DIG Y UNCF; THE SPOMSM aF 011e By W.V�wi 1-00 DAA FRED WARING DRIVE (22-00 - 27+00)
lou TREE , Sao- fIYA X%�m SF. JIG & PALM ROYALE DRIVE
A PUSUC SERVICE BY UNDERGRO'UND &'CEALERT col 1 2/29/()8 REVISIONS �E�D 1" 16665-0221-06-160 FOR :
— - I I CZ, VM GATE 7/31 CITY OF LA QUINTA I" x-xx-xx j