4128NOTE: t� i
With proper validation•
this form constitutes an CITY OF LA QUINTA
encroachment. permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit — Class I I I
DATE: 4/1.2/04 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Palm Desert National Bank / PM 29.889 Phase 2
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION To supply water for fire Sketch (attach construction plans if appropriate)
ppropriate)
Arotection.
DESCRIPTION OF CONSTRUCTION Install 1-4" .detector
&-nnan 1 tP .
DIMENSION OF INSTALLATION OR REMOVAL Inform City
ins0ection staff urior to excavation within R/14.
SIZE OF EXCAVATION, IF NEEDED Same as above
APPROXIMATE TIME WHEN WORK WILL BEGIN May04 I inform
Cit:v Public Works insoection staff 48hrs orior to work within Public R/W
APPROXIMATE TIME OF COMPLETION 3uly04
ESTIMATED CONSTRUCTION COST $ 13.000.00
(Including removal of all obstruction„ materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
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.
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
CVJD; P.O. Box 1058: Coachella, CA 92236; (Sandra Villalobos); 398-2651
Name of Applicant (please print) Business Address Telephone No.
Same as anulicant. .
Name of Contractor and Job Foreman Business Address Telephone No.
NA
Contractor's License No.
Self Insured
NA
City Business License No.
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class I I I 1
Public .improvements: 3% of estimated construction costs
EEO, �� �°�0
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit — Class IV: See attached schedule 4128
Inspection Fee
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
$ NA
NA
TOTAL: t $ NA
Receipt No.
Received by Date
PERMIT VALIDATION
PERMIT NO. 4128
DATE APPROVED 4/13/04
EXPIRATION DATE August 1. 2004
DATE ISSUED r_VIel)
/•a��
i.
Administrative Authority'
Recorded by
Telephone: (760) 777-7075
NOTE: {
.With proper validation- -r
thb form constitutes an 1 CITY- OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
- ` PUBLIC'WORKS CONSTRUCTION" (ENCROACHMENT)
" For the construction of public or private cubs. driveways. pavements, sidewalks, parking lots. sewers. wow mains
and other Pike public work' improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS v
Subdivision Improvement Permit - Class III
.-DATE: 4- 5_ Q _ _ •Q�+_ _Minor _Improvement Permit Class IV —_
LOCATION OF CONSTRUCTION 1'iproyi C• �eD d.>;l U �17QS�Iho'�Dl� s - ^`----^-
�;�
' (Strest address a Description of Loeatlonl f,, ,
PU E OF CO STR LON T ��'`' `' "'r 1 Sketd►.(attach canstructl y tans i appr
1 �eT o ee, of
DESCRI 10 OF CONSTRUCTION X— S
4•
DIMENSION OF INSTALLATION OR REMOVAL S
SIZE OF EXCAVATION, YIEEP0
APPROXIMATE TIME W E W L `
APPROXIMATE TIME 0 ETI
ESTIMATED CONSTRU '
(Including removal of all o , ma r Is, a d deb i , g, conr
paction and placing per sent d nd/o r g Improvements) y
In consideration of the n this k, the applicant hereby agrees to: "
Indemnify. defend ra City. its authorized agents, officers. representatives and employees, harmless from and against any and all '
�. "'•�penalties.`liabilhks_ ., loss --resultinii,from,claims or court action and arising out of. any accident. loss or damage to persona or property ,
happening or occurring a a proximate result of airy work urdanakan undn the perrnit granted pursuant to this application.
r+•• - - _ ---d OW ilme when work will be started. .
r !' mit and all applicable rules and regulations of the City of ,
-- Z
��%����%
�. _ _ i�Vr/L[_!'XGL
i Applicant or Agent +,
111
COACHELLA VALLEY WATER DISTRICT
=- - Telephone No.
SANDRA VILLALOBOS �r "
Development Services Technician o ess ' Telephone No.
! ' se No. City Business License P.O. Box 1058 (760) 398-2651 3 ;
j "Coachella, CA 92236 Fax: (760) 398-3711 1`
Policy Number
1.,F•EES:-Subdivision-ImprovemerTt Permit -Class'III __rr
Public improvements: 3%iif estimated construction costs
Private improvements: 3%of estimated construction costs
Minor Improvement Permit - Class IV: See attached schedule
Inspection Fee $
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: S
Receipt No. a
Received by Date
Recorded by
PERMIT VALIDATION
PERMIT NO.
DATE APPROVED
EXPIRATION DATE
DATE ISSUED
By
? " ' Administrative Authority -
Telephone: (760).777-7075
r
r
PERMIT NO.4128
CVWD/Palm Desert National Bank, PM 29889/174" Detector
In addition to the standard permit conditions, the following shall apply:
1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code, (Ordinance 10 § 1 (part), 1982), all.
work shall be performed in accordance with the latest edition of the Standard Specifications For Public
Works. Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. This permit or copy of it shall be on'the work site for inspection during the actual work performed.
3. Coachella Valley Water District, 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 atahe end of each working day and more
frequently, if required.
5. Pursuant to Section 6.0.8:050. of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the
work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of
equipment within one-half mile of human occupancy shall be performed only during the following time
periods:
October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1st to September 30: Monday -Friday " 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (ie any 4 lane street) -before 8:00 a.m.
6. 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 (909) 275-689.4 if signal operation at
the intersection is to be altered in any way.
7. 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.
8. Pursuant. to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
advance warning signs and traffic control shall be installed and maintained in accordance with Cal
Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control
plan shall be prepared in accordance with the WATCH Manual and submitted to the City for
_review and approval one (1) Week prior to starting any construction.. It shall be the Permittee's
responsibility to appropriately detour and barricade all construction sites.
Special Conditions Page l of 4
PERMIT NO.4128
'CVWD/Palm Desert National Bank; PM 29889/1-4" Detector
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 one (1) travel lane of paved surface shall be
maintained at all times.
9. Prior to excavating,,if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee's responsibilityto notify the Public Works Department of anticipated
excavation which.impact`City facilities, including but not limited to traffic signal conduits and loops,
irrigation lines, electricalconduits, and storm drain facilities:
10. Should additional work, materials, or, modifications of the work be required in order to meet City
standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be
performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the
City of La'Quinta.
11. Pursuant to Section 14-16.370 of the -La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
.backfill compaction within street rights -of -way shall conform to Section 306-1.3 of the latest edition of
the Standard Specifications for Public. Works Construction (SSPWC), except as otherwise specified
herein.
Native material may be used as backfill material provided that minimum compaction, achieved in the
manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water
densified compaction via jetting or flooding or other means. shall be allowed. It shall be the Permittee's
responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all
times during backfill operations.
Backfill compaction shall be achieved by the,following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such
material shall be removed to the limits directed by the Geotechnical Inspector and/or the City
Inspector and the resulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought. to or maintained at appropriate moisture content for
compaction. The appropriate moisture content range shall be established at the onset of the
project and ensured prior to use of the materials through progress testing on the stockpiles.
C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be .tested at random depths at approximate three-foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth
of lift that can be compacted. ,
Special Conditions Page.2 of 4
f
PERMIT NO.4128
CVWD/Palm Desert National Bank, PM 29889/1-4" Detector
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project.
E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill, per 300 linear feet of open trench, at randomly selected locations within the open length
of trench.
F. The depth of the randomly selected compaction tests shall also be randomly selected except that
where multiple tests are required in a given length of trench, the tests shall be no closer than three
feet (vertically) from each other.
G. If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test
results shall be furnished to the City Inspector.
12. 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*carf 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.
13. All landscaping; irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
14. Access and egress to all local properties shall be maintained at all times.
15. 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.
Page 3 of 4
Special Conditions
PERMIT NO.4128
CVWD/Palm Desert National Bank, PM 29889/1-4" Detector
C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium
asphalt concrete: as the base course lift and a City approved%2" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000
asphalt concrete mix. The width of the cold milling area shall be as follows:
• For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut
removal lines.
• For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to the lane line striping, whichever is greater.
• For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of 1/4" max medium asphalt concrete shall be installed from saw -cut "edge to
saw' cut edge flush with the existing street surface. The base course lift of paving shall not be left
0.10' low in anticipation of grinding and capping.
F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be
replaced in kind by the Permittee, as directed by andto 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.
16. 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.
17. 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 subj ect street, or if this permit specifically grants
permission to use the street to deliver street construction materials- and/or equipment.
18. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
19. The permittee shall indemnify, hold harmless and assume the defense of.the City from all damages,.
delay costs, costs or expenses in law or equity that may arise out of work under this permit.
Special Conditions _ Page 4 of 4
` City of La Quinta
The following General and Special Provisions are attached to and made a part of
��.. h ..�
Permit Number 4128
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 earih.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: Perrnittee 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 ( 4 ) inches of A.C. paving placed on ( 6 ) inches of ( crushed ) 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 ('/A") 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 1/2') 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.
❑ Rio SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
Citv of La Quinta
® R11 COORi 5NATE 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.
❑ 11114 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.
f 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 ( 7 ) 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.
• •
I ;
t
- - - _
65
• . _
PROPOSED TOP OF .PAVEMENT
65
60
4• COVER 'AT 6
F INAL GRADEji 1 -
• !
55 - t I '1
—'� 55
o to o 0
10 ,
1 W IZ w 11Z = I Z Z '
m m m m m m • I ,
• 1 r - PM 129889 PHASE-1
. N _ N N C J W 12" DIP WATER MAIN
x x r I LJ iz o PER CVM DWG
- - - -- - x r x x m Z �
Z }- O m t- l- LX ;n - • 12 iv Id
mCD ZU Z Z Z Z E Z Z Op N� la! ,
w3aos — — - —. �q1 — — _C Q.
�� �mcw <
_Olt F
I
C0 to
♦ a + Cb
'r- t r- 5
H OR I Z 1 - 3 J 20.00• 256.68' -- t.
_ _ T 95.i7
R T: -� 3 -^� _ tt - -
9 12` DIP i,"JlTH -EO
-
r JOINTS
- _
- --- -
,
64-00 o •- oo +oo 24-00 +oo ►
i
l
S1 A 5+70.08(12r W) STA 3+69.56 (12r W)
---
C90
W STA 5+50.08 (12 W) �— —r— N
IN TALL f INSTALL r i
(1) 12" x 90' BEND j _ STA 2+55.46 (18" N)
(1' 12" x 6' REDUCER t/I IN r STA 4+09.81 12 (1) 12r x 22'h- BEND
(I) 6" G V CO. I.) W (1) 18' x 12' CROSS STA 4+87.42(12 W) INSTALL ( STA 3+18.49-(12r Vl)
(1) W B FIRE HYD ASS'Y INSTALL-
W (2) 18' B F VALVE (DA.�.c.(1) 12' x 22%* BEND INSTALL �-CONSTRUCT 12 DIP WATER MAIN
VI (2) 12' G V (D.1� (1) 12" x 11%' BEND (1) 12• x 22%* BEND I MTH RESTRAINED JOINTS
t.•• r_z :.�ss�sj r-:.I- .-..:� E31,-D(a 8 J i i t I�
MM 6 1 1 :.I E ! GRAPHIC SCALE
t ..------ CURB, • I ------- . _ 1 BLDG 9 1 . �.-,-•I � 1 ' 1 1 -1 30 o is 30 so iso
^� - -- -- - - I ::. : : ! -�_-_ 1 :.: :: ' -I VWD EASEMENT( /
I .. • I PROPOSED CURB _ ` -•1 •1 1 • i.
-- - r - s - - - - - - - - -• _ (TYPICAL) -
'�-�s ' . . . . . . . . . , . i t T Q • < 1 O ( IN FEET )
»'`"'�,• i 1 H z [ 1 - E x S • •5` VCP SEWER. MAIN t inch - 30
I ``� r ,. t .i.-- ----- 1 �� .. i .�..l ✓WO DWG p 16669 ft
ti. . . . J . w`' 1 1 - : x S ' 12- DIP WATER MAIN
r N89 37 00 E Nag � -+ I CVWD DI
NG ,/ 16654
bB 00-Ey . . - . ... _ . . _ . . .. _ . . . . _
—_ CURS--� -- - \ �' . . . . . . . . . . . . . . . } , 1
PLANTER AREA I _ ♦ _ - . _ _ _ . _ _ I ` . 1 • I _
----------- - - - - -� `CURB / t (`--� I EXIST I I Do TV
F- -Z I ��� _ �, - i 1 , I I, 1 •1 I I dt TELEPHONE BUNDLE ALONG R/W
O -
_- l I _ i �� s6'3 t . ! BL.DC` 10 1. I W W IR/W I
1 I I I Bp ! 1. + li!
Y 1 t - •— PLANTERLLJ
- - - - • - ~� ' p �' - .
T r l AREA _ _ . ' • _ . ��� H �. 4 • 1 2+97.57 13LDG 9 I, , ' ... ! 1 1
•1
c i 1 5+66.08 BLDG 12 _ 1 1'i , CURB( - - _ . / I INSTALL: I I W tl , §MH
TALC- ! - I 2' SERVICE w/METER I 1 t+1 [ 1y 1� __��
n 1 2' SERVICE W/METER j I • - -- : - - - �C Z `C11RB h B.F. DEVICE r PLANIfER I N07E:
! do B F. DEVICE 1 __ _ _
V� �( -- r = _ : - .: - \y \�y : �,,,r�•_ �T--� -� :: t cuRe �tI ' • 1 , ( NO TREES OR PERMANENT
ti , I � o �.�( I I PR POSED 12' STRUCTURES TO BE LOCATED
.
. ...
1
\' DR
O t _ .. - � WI
_ '. _ .-. ,� THIN THE
.
1 �� 41 I I� ,F.. T-'' CVWD EASEMENT. I
h: -1 r 1
.. BLDG 12
o W 1 ` -
o r\j, t •--��+ ° (I1 t I z, BLDC 11 .. / ` C RB 1 + T
Q ~ R/W j r___. Hl i i T �X - �nr�tER _.�1L�N— �R �� 1 CVWD DRAWING APPROVAL
I I 1 i i I STA 2+93.4(. 11'- \`�RA� + T097) Ch Date
• V) � I I PM / 29889 PHASE -
_ i I 1-'r j 1 j I' INSTALL'' - - PROPO:ifO 8" VC 1 12' DIP WATER MAIN 6/26/01
i I h. (1) 12' z 6' TEE _ - 7 08'00'W SEWER A/N - --�I PER CVWD DWG / Recommended: P E
N 937'00 f
c�, , ( I 1 Is. (1) 6' G V. (b.1.) N&3 57 20`E DWG. No.
1 E No n
c CURB %- (1) W B. FIRE HYD ASS'Y *--------� .ao.----
-�....
1 /
. Q I CVWD EASEMENT --•• / r _ PROPOSED CURB Approved:
D� 1 1 T Call: TOLL FREE 1 t i j ._ PL TER I ' w 7
1-800-227-2600 , , R (PROPOSED /P-Wt 0a 1 IN_^ j, `�` A �- t _ STYPICA�l - - -- -1�F 1 r - ' 31T1 (O 2 r �61
L------------J CURB ISLAND ;E, n + JIT Gena.WW RCE Nu-l7CfS—
xi
FOR THE LOCATION T 1(TYPICAL) CUR�1 �.eeN+RAe+8R ;Fe Revision: Ch,nfE Date
3 OF BURIED ,x. STA 2♦ 03 (12 RFBtjeE
---t API
r' r UTILITY LINES - - - - - r - - /f� •
v -
FUTURE A ITI A PA DD ON L PARKING ARE
A EA
1 12- x N ' BE D
/. \ c o n a ccr. m. v
Ir DON'T DISRUPT r r
ONSTR 1 UCT 12 DIP
WA 1 . � MAIN
ST
A A 2+6 P 0.03 12
(
II � 1
1,. vrra. sERVICEs. W►TH RESTRAINED JOINTS INSTALL• STA 2+520 2r - � !
rr+ .
W TWO WORKING DAYS BEFORE YOU DIG (1) 12' z BEN I I
a
DEFLECT 0'39'40' NORTH / y�
CONSTRUCTION ;.•)NtRAt I ,N AGREE, '-'Al ti At i ORUAN�_f W''h .rN' k4t v 4. i' '• R 'w ' • ti ••+a • .tq• •:+ ,y _ A,
< i
( N RA a 1 t , , i T T R WI H . •' (1 IS I �� CO Wit, f U f�l A,M K •. i a� U I u > � . 1 ll f AN(, MP 1, t Y t . U I t t NSIR, ,, ,- t r
tNt, t.N. ,t rti. K i In % IN THE I;ITY CaF LA QUINTA CALIFORNIA 01-CONSIRUCTION •)I 7t•E %)k(,JFj INt -uIN( SAFETY K A, • 1 • kS 1 ., - v • i, _ io N ANl k I iA 11 uF �Ulkf M• tv A tit Pa
lm al F m D a L Desert O
c ��,� fflce. SHEET NO.
MADE TO APPLY (UN11NU(ril',, Y ANIt N(�I Ht IMllf D "` NOkMAI W11uKIN, H, - I. AN N�TR I � r h tN I -A. ,• w'•�• .• �, � ,{
cs, AGREES TO DE I E NO. NUt MNIFY AND liOl t 'I AGN PVOI F)')1A A• HARM E `• I Ih -M N" AN_ A. I I AFIt Y -1 A .k AI ,1 .1 -
75- 1 50 Sheryl TER IMPROVEMENT '!- c - y Ave.,., suite C ENT PLAN
_.
n IN : ONNE r'TtON WITH THE i'I RF OkMANI t .11 WORK ON IN1- PA' fit' •, 1 X� E %TIN , A , 'v AP •,INt• i R.•M '•ti ( t Nf Gr I .r ►+ Palm Desert. CA 9 2 2 1 j PALM DESERT ,2
r'v !)I DESIGN PROF ESSIUNAI Cr NC 11069 �+ t� 1 r, .l
m
v PREPAR UNDER SUPERVISION OF Tel. l_ 7 6 0.3 41 . 6 6 6 0 NATIONAL BANK "
«j ONAUTHORIL LHANGES & bP, 'HE i N(.NI t k PRI •'ARINt. '•I! ,t (� ANC WI , N• ^r cf ,u� tN` If: t k AR1 C�,4 �+r-! �J 't t,Q l: 1• /001 1r V
UNAUTHORIZED CHANCE,, '0 OR USES (N IHI %1 PI AN' A, t : RANGE S T 4-1 U N ► d-' HE A WI-CING AN.- MU` i H 1 t
F'ro E,s1o1'►.at T('am.� or f , � om tw: Z Wr
I o r; is
F
8 P. M. No.!�889 PHASE - 2 OF 4 sHTs.
APPROVED BY THE PRE I'ARf K t)F HE SE pIANS DATE BY MARK APPR. DA � ' - P Fax 7 6 O.3 4 6 - 6 1
I rvtl A PORTION OF THE NEB X AND A PORTION OF THE SE X
ENGINEER REVISIONS CITY t '-��\ S NEJI '- Zpq E SCALE i - - 30' BENCHMARK PD-3-1 W, 1-I.P. WITH CO. TAG IN MON. OF SECT ON 30 T. 5 S., R. 7 E. S. B. M.
Cr WELL AT INTERSECTION OF MILES AVE. '
DRAWN BY. RAR DESIGNED By. RAR CHECKED BY. J.J.S.
WOTFR—CNT-7(` rlu.n R_71 _M 7. 7(1• 11 nm FCT
R.C.E. 24069 EXP. 12/31/01 LATE FEBRUARY 2001 AND WASHINGTON ST. I FOR Wy O
PALM JESE T NATIONAL BANK
ELEV. 116.584 2432
27461
6
• is '- . ..
t
Y
u..
T
r
d
CL
I.
Ln
Cr
0
0.
u�
«t
rn
CU
�u
L
tj
v
F,
cm
CD
io
U
i
C'
,
`
- 10 woa
PALL DESERT
SITE gp
4 'H AvI
LOCATION
48rij
Avg
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CAUFORNIA
D 0' L A N
A 7 [a R M. �A �;- 2) V ELM M rz
Q N T
AT
PARCEL NC)..29889
PHASE m2g
FOR
PALM DESERT NATIONAL BANK
City of r
Lo Quints r /\
SHEET :;
VICINITY MAP CONSTRUCT 18" D.I.R. / \
•N I '
NOT TO SCALE --------•►---------- —-----------
—t r _
A Y t; M U It/
OWNER / DEVELOPER: LE G E D � � ' `/ ,.m.. �' �:.•, `` - ��
COLIN McDERMOTT �� 1
McDERMOTT ENTERPRISES I _
POST OFFICE BOX 163 I �� i �1w' "`'� J
PALM DESERT, CA 92261 PROPOSED T8" AND �2' DIP WATFR MAIN `_'.-` -r_.j
TEL. (760) 346-0745 — PROPOSED FIRE HYDRANT v
I WM PROPOSED WATER METER
General District Notes for
Domestic Water
1. All materials and construction shall conform to the Standard Specifications
fIr the Construction of Domestic Water Systems (Standard Specifications) of
time Coachella Valley Water District (CVWD).
Unless modified by the Standard Specifications, the standards of the
American Water Works Associations shall- apply to all materials and
construction methods.
2. Ail work shall be inspected by CVWD. The charges for inspection shall be
ii accordance with CVWD's Regulations and Standard Specifications.
3. Wurk performed without inspection shall be rejected.
4.' the minimum cover for water distribution pipelines and appurtenances shall
ba 4ls inches. Streets shall be brought to •ubgrade, sewer installed and
curb and gutter installed before pipeline, is installed.
5. Ad connections to existing facilities will be made by CVWD at the owner's
wcpense. Sixty days notice required.
6. The separation between water and sewer facilities shall be as specified in
CVWD Standard Drawing'W1.
7. Contractor shall contact the Chief Inspector, CVWD, at least 48 hours prior
to start of construction to arrange a preconstruction conference.
j
8. A:, approved cleaning tool shall be pulled through the pipe during the
progress of its assembly to remove dirt, rocks or foreign materials.
9. Nc water or sewer pipelines shall be installed under decorative concrete,
ccncrete, curbs or sidewalks without prior approval of CVWD. All in -tract
streets shall be paved with asphalt concrete pavement.
3
t
10. These plans may be subject to review and/or revision, by CVWD, if
construction has not begun within 12 months from Date of Appreval as shown
in CVWD Drawing Approval Blocks. -
11. Contractor shall submit to CVWD a list of materials to be used prior to the
preconstr•uction conference. Only materials on the approved list may be
used. List shall include quantity, manufacturer, model. size, and other
pertinent data.
I 12. Contractor shall schedule his construction activities with the Chief
' Inspector, daily, between 3:30 and 4:30 p.m. for the following working day.
PROJECT ADDRESS. - W-- - EXISTING WATER MAIN b, - If CV%L; is unable to provide an inspector or inspectors. Contractor shall
-5--- PROPOSED 8' VCP SEWER LINE �- --/ • _
SOUTHWEST CORNER OF INTERSECTION - ; O •! ' �` . i Lr_, reschedule its work for another time.
AT WASHINGTON ST AND 41th AVENUE. S— X STING 8' VCP SE R I
E I WE MAIN
LA QUINTA, CA M
-3- - PROPOSED SEWER MANHOLE : 1 L _ J
BASIS OF BEARINGS:. s- -+�-"" FxlsnNc, SEWER MANHOLE � 1 - � . -
- �L-=
PROPOSED SEINER LATERAL o ��
71
THE BASIS OF BEARING FOR THIS MAP 'S TAKEN ALONG HE WES' LINE EXISTING SFWER LATERAL ( 1 r --'-� ~-J l ' ' ; • o ` �`
OF THE SOUTHEAST QUARTER OF SECVTION 30, TOWNSHIF 5 SOuTH,
AIR dl vACUUM RELIEF VAt VE :a
RANGE 7 EAST, SAN BERNARDINO MERIDIAN, AS SHOWN E Y MAP ON Flit I
IN BOOK 182 OF PARCEL MAPS, PAGES 63 66. OFFICIA. RECORDS OF A III I 1 111 • 1 iii
RIVERSIDE COUNTY, AND BE INC. N"Q'-- ^^" '""'" C'
- . (WB) INDICA'fS WET BARREL •- •, ( ( .w. L.,
L—J 1_ L---_i
Y ES. cla
Th�NT-IT-_
/ SHEE
NOTE: T�,, ESTIMATES ARE FOR PERMIT USE `�Y CONTRACTOR IS �''
ADVISED TO PREPARE HIS OWN ESTIMATES I OR HIS BIDDING l
LOCATIO 1
DESCRIPTION UNIT QTY. ,N-
t
- -
CONSTRUCT 12 D.I.P.
If Contractor elects to cancel scheduled work Without notice to CVWD,
�I
i
Contractor shall be charged 1 hour of inspection) time for each day of
•,� j
L_J
-gi;
+
,
occurrence.
�.J •~ Q
r
13. Contractor shall call Underground Service Alert
at 1-800-422-4133 at
least
I+
I
two working days prior to start of construction'.
■p■s � 1
1
�
L J
��l►.
' �:
`
14. Curb and gutter shall be in place before ary'dcj=estic water pipelines
are
.:
SHEET 4
constructed.
r I Jd
f ' `,
- -- - -----
'the UTroct No. -2 is in
certify that the design of water system
accordance with the water system expansion plans of the Coachella Valley Water
District and that the water service. storage and d+stribution system will. be adequate
h tract This rip itirotion does not constitute a guarantee
- - - - SCALE 1 _ 100
to provide water servl�e o suc -
J I that it will. supply water to such tract at any specific quantitim flows or pressures
•� , �, for fire protection or any other purpose.
18" D.I.P. WATER MAIN (WITH .FITTINGS) L.F. 632
(18" WATER MAIN TO BE RESTRAINED JOINTS
' `Date: COACH0.11► w EY WATER OISTRI
v
�• a THRUST BLOCK
WITH POLYETHYLENE ENCASMENT)
•� FIRE DEPARTMENT CONNECTION (F D C) 1 •
12" D.I.P. WATER MAIN (WITH FITTINGS) L.F. 821 CO CHECK VALVE
(12" WATER MAIN TO BE RESTRAINED JOINTS `
ri r - _ POST INDICATOR VALVE (P i v) Daniel L. arks
WITH POLYETHYLENE ENCASMENT evlt.l)I ' Director of 9572 zring
. 6` DETECTOR CHECK VALVE R.C.E. NO. 29572
IN CONCRETE VAULT y
6" FIRE HYDRANT ASSEMBLY (WET BARRE ) EA. 5 28
4" DETECTOR CHECK ASSEMBLY EA. 2 -a3' MI 10' MIN VARIES k�� _ ASR� / I
2 SERVICE, (WITH METER) EA. 12 +� - WITH METER EA. vAMEs -
( ) ' CURB Q Ld
1 1 2" IRRIGATION SERVICE
VARIES FROM
11.. CC-900 CLASS 150 PVC FIRE HYDRANT t
6.31 ' TO 10 1 9' 2 DUCTILE IRON FITTINGS
r
3. CONCRETE THRUST BLOCKS a
4 EACH BLDG MUST HAVE ONE P IV ;
ONSTRUCT 18" AND 12' DIP WATERMAIN AND ONE F.O.C.
PROPOSED 8' V.C.P 5 P.I.V. MUST BE INSTALLED NO I
CLOSER TWIN 2500 FEET TO i
I 4' COVER AT SEWER MAIN �.. • .. E3LOGADE 6 F.D.C. MUST BE WITHIN 50 00
FEET OF A FIRE HYDRANT
AL SECTION �r TYPICAL FIRE SERVICE ASSEMBLY
N. T.S N. T S.
APPROVAL ENGINEER'S CERTIFICATE
COUNTY OF RIVERSIDE I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN ACCORDANCE
DEPARTMENT OF FIRE PROTECTION I WITH THE REQUIREMENTS PRESCRIBED BY THE RIVERSIDE COUNTY FIRE
BY DEPARTMENT.
TI TLE
t
J
CVWD DRAWING APPROVAL
Date
Ch4i - _W4 .1 ov�n
6/26/01
Reco mended:�ex F 5 ommmmmomme-- DWG. No.
E No 2fl672
Approved: "27460
3 b
General Me -Chief Engineer R C E N11S
Revision: Date- Appr.
- .,.,..,, ..... .._ ..._ .,..............., DATE DATE
NAL; VITAL SERVICES TO NOTIFY THE OYNERS OF THE UTILITIES OR STRUCTURES CONCERN D BEFORE STARTING
WORK. J.J. SONEA R.C.E. 24069 EXP. 12-31-01
TWO WORKING DAYS BEFORE YOU DIG
�I -- -
l UNSTRJCTIUN L'ON'RA( TUR A(;REt` 'MA' IN A. (pKl)nNr E VNIiH CENEHAtI'' At' !' '• ,^N` TN1J' 'I Jh PkAC' • E N`'K .. h AI �� IN THE CITY OF LA QUINTA, CALIFORNIA SHEET t40.
_ � .
ONTRA(TOR Wtlt BE RtUUIRE( 'U A,+..Ml 'Ahl AND I(1MP;l Rf�I''JNS•d.'". A SITI •.,NU''I►N' :.•.N it Palm Desert t)ff ice:
•, ORE ,".$/p4
Dt-ON`,TRUCTION )1 'HE PRWFL'. 'N'I.OING WfTY It A, ala5(IN' Ah_ •- „kv riAf THI, ;?EUUIFtM•N' r•A: M.ER IMPROVEMENT PLAN
MAUL f 1' APPLY ON I INUOUS, Y ANI 14, 1 to I IMI It f • Nt «MA. W' RK N .,. AN .lh�'k d T' W t ,N PA, h r'• 6 Q � � SOhfp� � 7 tJ � rJ 0 , S it a ry I <i Ave.,V e S Suite t e C.
y PALM DESERT 1
AGRf E S 'G DE t T NL, IN'JE MNIEY AN(, HI,I , 'if SI(,h PPUI F `.`N •hA. •1AkMl f _' •'�' MJ • V" ANf Al L AB I tT'r ••' At ri A. , t t `i 2 GG�. C ��� !!11 // 1 A T �, � P C1 I m Desert, CA 92211
IN ONNE ( [ION WITH I lit 1'l KI ORMAN(I )I WORK ON ' �11� H•l',)t • • I III f I 'IN At 1, t'Y APNIN( I ROM 'HE • i NI ,I ' f ti oc No 1/069 .� ,) .l V l' 1 tl 1 E ►71 t
Teel. 760.341 6660 NATIONAL BANK
I )E SII,N PP(IT I •,I,)hAt -. -. � - * E tp-11'/3J%200T PREPAR NDER;FUPERVISION OF .. .. . -1NAU'HORIZ L -HANU 5 do §Up n• •%0NEtR I'HlPARINI THEtit PIANS WI' N. 3r PliPON'.IN t • ON R AN• k Profe+•.rwnd Team% for Compitr Projects Fax 760.346.61 1 8 �. M• (�i0. 2'�9 PHASE � 4INAUTHORIZU, MAN(,[' TF1 ;)N d I IHI `,E f'IAN� Ai HANI.Et ' 'H:J V` u R' RE h WR %he AN( 4111 •4J '• I A PORTION OF 'HE NE AND A PORTION OF THE SE �� OF St�TS.
APPROVED 13Y ' -IE &)RI t'ARE W If ' H `A • AN', DATE B Y ( MARK APPR. DATE Cl V 11
SCALE AS SHOWN BENCHMARK PD-3-1W, 1 I.P. WITH CO. TAG IN NON. OF SECTION 30. T. 5 S., R. 7 E., S. B. M_
ENGINEER REVISIONS CITY J J. EJI DATE WELL Ar INTERSECTION OF MILES AVE. FOR W O
. AND WASHINGTON ST
DRAWN BY RAR DESIGNED BY RAR CHECKED BY J.J.S. R.C.E. 24069 EXP. 12131101 DATE FEBRUARY 2001 ;, PALM DESERT NATIONAL BANK 2432
ELEV. 17 6.584