3988NOTE: •
With proper validation 2
• O
this form constitutes an CITY OF -LA. QUINTA
encroachment permit
•APPLICATION FOR. PERMIT •
8�
PUBLIC WORKS CONSTRUCTION ,(ENCROACHMENT,)
c� 0F9wsw
For the construction of public or private curbs, driveways,. pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit — Class III
DATE: September 5, 2003 Minor Improvement Permit Class IV- X
P LOCATION•OF CONSTRUCTION Ad=S Street, north of Miley Avem ie
'(Street address oe Description of Location)
PURPOSE OF CONSTRUCTION To • apply water 'fox fire . Sketch (attach construction plans if appropriate)'
Protection
DESCRIPTION OF CONSTRUCTION Install Y -. 8" detector *See attached special conditiona* '
check t6mplete and 1 - 6" wet bane! €one
DIMENSION OF INSTALLATION ORAEMOVAL
-_. SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN October 1y 2003
APPROXIMATE'TIME OF -COMPLETION December. 2003
ESTIMATED CONSTRUCTION COST'$ 25.000.00
(Including removal of all obstruction, materials, and debris, backfiIIing, 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
CVWD (David M(;Gee) P.O., Boy: 1056, Coachella•`92M (760) .398-2651 x3537
Name, of Applicant (please print) Business Address Telephone No.
C' (Robert Rodriguez) SAME♦ (760) 398-2651. a.3508
'Name of Contractor and.Job Foreman Business Address. Telephone No,
Contractor's License No. City Business License No. .
Applicant's Insurance Company Policy Number
FEES: 'Subdivision Improvement Permit— Class III � • ' ., ENTERED
improvements: 3% of estimated construction costs ,
Private improvements: 3%.of estimated construction costs
Minor. Improvement Permit — Class IV: See attached. schedule 1 39
80
Inspection Fee $ PERMIT VALIDATION
Permit Fee
PERMIT NO. 3988
Penalty E
' Cash Deposit -Surety Bond
DATE APPROVED September 5, 2003
if required EXPIRATION DATE September 30, 3004
TOTAL: $ N0 1E,
DATE ISSUED
Receipt No.
By
Receivey Date .x Administrative Authority
•d bY
Recorded by Telephone: (760) 777-7075 :
3 ,
NOTE:
With proper validation
this form constitutes an CITY. OF LA OUINTA-
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 III
DATE: Minor Ism, povement Permit Class IV
LOCATION OF CONSTRUCTION Ad
(Street address of Description of Location_ )T
PUR OSE O CONSTRU TI N I r�12 IA Sketch (attach constructio lans i appr r ate
DE RIPT ON OF C NSTRUCTI N DNS - ll v"
c Uvt - `t
DIMENSION OF INSTALLATION OR REMOVAL jgs•m
SIZE OF EXCAVATION, E ED A APPROXIMATE TIME EN Wr]j L SEP:.�. 2003
- . ^
APPROXIMATE TIME O ETI S ®p �4gaasea�
ESTIMATED CONSTRU O P�6d+B�-��
(Including removal of all r o , ma r Is, a d deb i , a g, com- +
paction and placing per anent r s aci nd/o re g improvements) _
In consideration of the r n f this mit, the applicant hereby agrees to:
Indemnify, ddfend w e City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penaltim, liabilities r 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 ui dertaken under the per granted pursuant to this application. -
Notify the Administrative Authority at least twenty-four (24) sours in advance of the time when work will be started. - -
Comply .with all applicable City Ordinances, the terms and conditions of the permit and ail applicable rules and regulations of the City of
La Quinte and to pay for any additional replacement necessary as the re this work - -
r:
Signature of Applicant or Agent
d MSC, 3C) -1:w iron c00C40,1�g� ass ,r35 3
Name ofApplicant(please print) Business Address `-� I I Telephone No.
Ko%Pr,r� n(V f1G1I'PZ ?O RAC mSiY CacWLI�G
Name of Contractor and Job Fore an Business Address Telephone No.
Contractor's License No. City Business License No.
Applicant's_ Insurance Company Policy Number r
FEES: Subdivision Improvement Permit- Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor improvement Permit - Class IV: See attached schedule
inspection Fee $ PERMIT VALIDATION
Permit Fee PERMIT NO.
Penalty DATE APPROVED
Cash Deposit -Surety Bond
if required EXPIRATION DATE
TOTAL: $ DATE ISSUED +j
Receipt No. By
Received by Date Administrative Authority
Recorded by Telephone: (760) 777-7075
t
Y
PERMIT NO.3988 - }
Coachella .Valley Water District
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
j' 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. CVWD, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and
erosion control.
3: Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
I r
frequently, if required. t
0
I
4. 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.
5
G•�
7
-
Work shall be prohibited on legal holidays and Sundays.
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) 275-6894 if signal operation at'
the intersection is to be altered in anyway.
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.
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 site's. ,
Special Conditions
1
Page 1 of 5 .
r
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.
8. 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. -
9. 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.
10. 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 with 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 backf 11 material provided that minimum compaction, achieved in the
manner prescribed herein, is achieved. Backfill shall be performedby 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.bac-Hill operations. l
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 5
i
PERMIT NO.3988
Coachella Valley Water District
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 1'
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.
11. 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.
12: All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
13. Access and egress to all -local properties shall be maintained at all times.
14. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part); 1,982),
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
Special Conditions Page 3 of 5
PERMIT NO.3088
Coachella Valley Water District
Specifications for Public Works Construction. The replaced pavement and base material shall
be'compacted to 95% relative compaction and respectively tested, for each 300 linear feet of
trench: Verify exact structural replacement section thicknesses with the City prior to installation.
C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium
asphalt concrete as the base course lift and a City approved ''/2" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
l•
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 %/4 max medium asphalt concrete shall be installed from. saw -cut edge to
saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left
0.10' low in anticipation of grinding, and capping.
F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall
be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer.
Affected traffic ' signal loops shall be removed and replaced in kind. The finished pavement
surface shall be smooth, consistent, and shall conform to the surrounding grades.
15. 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.
16. 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 delivenstreet construction materials and/or equipment.
17. The City of La Quinta reserves the right to revoke, suspend or void this permit at any. time:
Special Conditions Page 4 of 5
PERMIT NO.3988
Coachella Valley Water District
18. 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.
19. 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.
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 3988
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 duffer 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 - 7075 at least forty-eight hours (48)' in advance of starting .
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized
by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
permittee.
® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with ( •• N/A •• ) inches of A.C. paving placed on ( '• N/A " ) inches of ( " N/A'• ) aggregate sub -base course. having an
"R" value of not less than (`• N/A ••) and in conformance with the City of. La Quinta Road, Improvement Standards and .
Specifications, Ordinance #461.'
❑ R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch (%") to one foot (1').
❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A '• ). feet shall
be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and.
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard, #207. .
❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be two and a half inches (2 '/2") of A.C. paving on (" N/A ") of class (" N/A " )
aggregate base.
® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
'City of La Quinta
® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set- of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5). days. No excavation shall be made unless the
construction material is actually on the work site.
❑ R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic.substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (T) and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%).shall be maintained with the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting .
of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the placement of the temporary pavement exceed a five (5) day limit.
❑ R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( "" N/A " ) inches of A.0 surfacing placed on
a ( "" N/A "" ) inch (" N/A " ) aggregate base shall be placed no later than (" N/A "") 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. -
=J7
% tz_ j.:% r PAVDAM -7-T Z- -J' C. r :FT F r .0. - 4 - ----- 4 -d 4 _7L Aju r- -7g: L j. PAW 4 JGRADE-: I'7r I:z:y--= z -:4 IL .4 z_r_ zic -. n -_J=:7f. ... WATER - It 27 t t: A L L:_ - __ - - I - : - t AA t f -.4 1 5- WAMK- 7; L34 t z sa t INAIM -MAIN t .716 4 Z-1 I- r - -------- 3 4-- ii::� =L 4- .4 T _T i Z. F. m 1Z_ 4: -.1 .7 L zt. IF= + z 14
-4 - r 17 L '17 =4- 6w 0 w6m. 3; IF _-4: _7 4 -.4L, Z. ' __ . . _. __ -;- -IF - - - , - U7= -.A - . — f It A it -4 T_ _T x 4: j.- .4 I-f �r_ DW COV._ 64 PROFILE SCALE 47.' L . . . - : -- - HORIZONTAL 1 "=20' VERTICAL i r* 11+00 12+00 PLM Of%ALE 9+00 10+00 8+00 6+00 PROPIOGM CITY OF LA CMTA 1 "=20 jvw w ABOVE GROUND STATK)N PARCEL 5 bb DETECTOR "-05 ADAM STREff CHEC1K ASSEMBLY CNI FMILY UAGE CHURCH w 1.1) SCALE. I %thi w 02:3 . NEW eINSTALL 6*, DIAMETER V.C.P. SEVIER z HE 110 Ni LATERAL AND CLEANOUT EN SIDEWALK
OF TFE VALLEY, INC. (n ; #-% I z SIDEWALK INSTALL W DIAMETER V.C.P. SEVER -01 LA7ERm_ AND I CLEANOUT 1.5"DOM. M TER o M 10 20 40 so EX. R zw W2 0 1`c a -----NEW DmFJ NEW NEW )R VEWAYL-� GRAPHIC SCALE 1C. -.4,PROPOSED CURB R-12'r WAL TER FHjk I-4!*G - -.G 0"+90 r SA 11+333 STA. 1 STA. 11+06 STA.11+44.55 END SEWER rG STA. 9+30 INSTALL fr DIA. V.C.P. STA. 10+86 rifA. 11+07 INSTALL UPSTREAM PLUG AT END Of SEWER MkN.
w STA.8+04.16 CONSTRUCT STA. 8+12 /OMMME SEWER LINE 325.114' PLUG SHAM NOT BE REMOVED WITHOUT PRIOR Ncn2!38ow 6' LATERALI STA.10+92 STA. 10+915 410 MANHOLE NO. 2 STA. APPROVAL OF QV.W.D. EDGE OF z PAVEMENT b w %D N GC04 STA. 7+92 > WV1 -H N 1188 ___ — 20 CML/CMC W. PER _WV lrw 8+00 A CV%0 DWG. 15378 I12+00
10+00 11+00 5! --I-9+00 18"W_ WV w Nol 18"W_ D.I. W. PER 7+77 d 4 0.1. W. PER CVWD DWG. 163M 00 z CVWD DWG- 20749 b STREET IMPRONEMENTS + 'TR. 2 0: 3913 CITY C4 In -4NSTALL 8" DIA. V.". FILE 11 78 MA"E SEVIIER UK U) 2 STHEET co 12' D.I. W. PER p I i ADAMS CVWD DWG. ISW3 w . ..... \LE)L CURB AND EX. MEANDERING 5' ::�WIDE CONC. WALK GUTTER 4! (n \.EX.R/W 14.5' co C.V.W.D. RN"OAPPR§OVAL 4/17/03 go MN OMSTRUCTION TO BE nU=ZD SEM SYSM IS APPROVED NOTE: Appre-me FOR SERVICE PLUG To BE REMOVED 20' OIL 334M 10, aDgimL u/syAm-Cmu DAl 29658 so SUM tATERAU TO 39 IN PRESENCE OF DISTRICT INSPECTOR. CONSTRUCTED IN DRIVEQY WE AFM AREAS REC. STA. 24+69.48 STA. 6+8&28 ADAMS STREET REMOVE SCO, #6 CONSTRUCT MANHOLE NO. 1. CONTRACTOR TO REMOVE EXISING CLEANOUT fS AND It 04,'%/ CONSTRUCT A DROP MANHOLE UNDER DIRECT DIS70CT INSPECTION. CONTRACTOR TO VERIFY LOCATION. SIZE 0 6. AND DEPTH OF EXISTING SEVER MAIN AT THE TERMINAL So V.C.P. S. PER CVWD 4 PA f CLEANOUT PRIOR To INSTALLING NEW UPSTREAM SEWER PIPE D%1G. 16395 AT 0.33% Ill 3-3 BEW�H MARK. NCL 39W CITY OF LA QUINTA BJL PD-31E 03-31 BASIS OF IMARINGS
loo Lp. WITH COUNW TAC HAWVAIL MONL*Mff AT INTERSECTION OF ADAMS STREET AND 03 FOFC CIVIL MILES AVENUE. IS THE CENTERLJNE OF RAMONA AVENUE TAKEN AS NORTH 89tr4e EAST PER RECORD SURVEY
MAP ON nLE IN BOOK loo PAGE 23. RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. R FVAn0N m 92.06r i IPREPARED UNDER THE DUMC11ON OF. MARK LAMOUREUX --%- MSL Ji SM 23+97.48 RMON DATE j\/] Q CITY OF LA QUINTA (69.32) REQ INV. -ell �w ENGRCEMG, INC. 4427 REGISTERED CIIAL ENGINEER NO 38M SF=W 2 ..ER IMPROVEMENT PLAN DATE 03-24-03 REGISTRATION EMM 03-31-05 VIEM AM I SUMVM MCKM IN WE DEVBJW" 402 WEW ANOW �W, SUM 4 SM NMAA C& WM APPROVED BY. - CITY OF LA QUINTA FAX (M) 305-MU LA OUINTA FIRE STATION OF2 SHEETS &%#% f%n FROM STA. 6+86.26 TO STA. 1Ww.w%0 SCALE: HORIZ_- 10=20' BENCH MARK.- PORTION OF THE S.E. 1/4 SEC. OF THE N.E. 1/4 SEC. OF SEC 19. T-5S.. R.7E. FILE NO. THYAe#ON. P.E. 10m:r __TF_8 SEE SHEET' 16 DATE MARCH 2003 1 N.O. _F� LA oliwA I L Q I- 455 W EV. 12-31--m rDA7r-- Im fN r% f_% r C) WDIM-M CUIew
LEGEND
LOT V
�
T.C. TOP OF CONCRETE CURB
1
I
SURFACE
F.S. FINISHED CONCRETE Gen" District Notes for Sewn
a
3
A1.C. ASPH AlnPAVEMENT c CEMENT _
>47 148 ss 67 613 69 70 'A 72
F.L. FLOW LIN
E
•
1. ,All sewer lute construction shall conform to the Standard Specifications for Construction
F.G. FINISHED GRADE OF DIRT CITY OF LA OUINTA of Sari Sewer Systems Standard Specifications) of the Coachella Valley Water District
� Y� c l�
ING
F.F. FINISHED FLOOR OF BUILD
CVWD
A
i
B.S. BACK OF SIDEWALK
E.G. EDGE of GUTTER LA PALMA DMVE
2- Bedding and backfill shall be compacted in accordance with S.S.P.W.C. Section 306.
I
E.P. EDGE OF A.C. PAVEMENT
3. All work shall be inspected by CVWD. The charges for inspection shall be in accordance
G.B. GRADE BREAK
73 with CVWD s Regulations and Standard Specifications.
N II S W R ROV''. M NT PLAN
H.P. HIGH POINT ' I
LOT
- W rejected. tl5 114 4. Work performed without inspection shall be
B. TOP of BERM P� i
I
a
INV. INVERT. 74 I
SRE 5. Vitrified clay pipe shall be per Subsection 207-8 of S.S.P.W.C. socket and spigot with
PROPERTY LINE
c CITY OF OUINTA ADAMS PARK FIRE.STATION
s IF _ RETENTION BASH G et-
- AND type t�
CL CENTER LINE LO W.XY, 73 78 OF TRACT LA OUINTA
Z 23269, MB. 205-86-94
- T W TOP OF WALL 75 I _ ; : 6. .Copies of compaction test results shall be furnished to CVWD. ,
T.R.W. TOP OF RETAINING WALL 12 V3
�1 ( 7. Ckade and alignment shall be established in a manner ved b CVWD.
gnmen appro y
T.F. TOP OF FOOTING
. UTILITY CONTACTS
- -- FRED WAKING DR '
X
76 ( LOT .. -
TOG TOP OF DRAIN BOX GRATE
pp�� DOMESTIC WATER 8. Pipe shall be installed to within 0.0E-foot tolerance of the lute and grade..
X LA PALV51
PROJECT
�s-rJr PAVEMENT 1 RW COACHELLA VALLEY WATER DISTRICT
EDGE OF A.C.
--- S A
P.M Box lose ... D
w NE SITE 9. The separation between water and sewet facilities shall be as specified in CVWD
CONCENTRATED FLOW u SANITA DRIVE
COACHELLA, CA 92236 •
� LOT -,.�`'� Standards W l
DRAINAGE 77 � ,
SHEET FLOW DR GE Y W PARK ELECTRICAL SERVICE -
T/HDWL TOP OF HEADWALL
OCOMILLO DR IMPERIAL IRRIGATION DISTRICT SHARON PATINO
COACHELLA VALLEY WATER
Mao DIVISION
SUPERVISOR CUSTOMER SERVICE 10. Contractor shall contact Rite Chief Inspector, CVWD, to arrange a prec:onshuction
(02.20) EXISTING ELEVATION (n 81557 DR. CARREON. SUITE 01 (760) 391-5953
DISTRICT WELL 5708 SITE t�q.ES Av conference at least 48 hours prior to construction.
INDIO. CA 92201
- 02 EXISTING CONTOUR ELEVATION 78 APN 640-032 5 ( N
81 g0 44�i 1/2 ADAMS STREET � NATURAL GAS 11. Copies of grade sheets shall be submitted to Chief Inspector prior to construction.
02.20 PROPOSED ELEVATION fn
THE GAS COMPANY OEVERY JENI�INGS
vI NW ASSOCIATE
- ATI I
I
1981 W. WGCXIIA AVENUE PLAN G
-02 PROPOSED CONTOUR ELEV ON
REDLAt�S. CA 9237E-9720 (909) 995-7772 12. Contractor shall submit to CVWD a list of materials to be used prior to the
►- <
I.D. INSIDE DIAMETER eeonstiuction conference. Only materials on the approved list may be used. List shall include
SANITARY SEWER In Y PPm Y
Z manufacturer, model size,'and other pertinent data.
O.D. OUTSIDE DIAMETER COACHELLA VALLEY wA1ER aTRICT quantity, o l�n
i
P.O. BOX 1058
-G GAS MAIN 3
= COACHELLA. CA 92236 ..
• 13. Contractor shall schedule his construction activities with the Chief Inspector, daily,
W WATER MAIN
� VICINITY MAP sTol� DRAW between 3:30 and 4:30 p.m. for the following workuig day. If CVWD is unable to provide an
I
-S SANITARY SEWER T aTY OF LA QUWTA PUBLIC WORKS/01 NEtRING DEPT. STEVEN SPEER Or or inspectors, Contractor shall reschedule its work for another time.
NO TO SCALE SENIOR ENGINEER inspect nspect '
-�- UNDERGROUND ELECTRICAL CONDUIT
- - - I REFERENCE 2002 RIVERSIDE COUNTY THOMAS P.O. BOX 150E
• - BROS. GUIDE PAGE 819 � 78-495 CALLS TAMPICO 760 777-70E3 '
-T UNDERGROUND TELEPHONE CONDUIT PROPOSED CITY , . I
LA QUINTA. CA 92253-1504 (760) 777-7155 FAx If Contractor elects to cancel scheduled work without notice to CVWD, Contractor shall
be charged l •hour of inspection time for each day of occurrence-
- DRAIN OF LA OUNTA FIRE _ TELEPHONE 8 1 Y
SD STORM OR ,/��
STATION PARCEL LOT O VERIZON JIJIG BECKET
-CTV- UNDERGROUND CABLE TELEVISION 44 555 ADAMS STREET 295 N. SUNRISE WAY ACCESS EN
• � 60 77s-122s 14. No water or sewer lines shall be installed under decorative concrete, concrete, curbs, Or
CONDUIT (NEW 7,695 SQUARE FOOT BUILDING PALM SPRINGS,. CA. 92252 (7 )
-TSC-- TRAFFIC SIGNAL. CONDUIT ON A 61,238 SQUARE FOOT SITE) I I 48
sidewalks without prior approval of CVWD. All in -tract streets shall be paved with asphalt
41 concrete pavement.
A VALVE
W.V. WATER
TE ENGIIEER'S NOTICE �'O CONTRACTOR
W.M. WATER DETER 15. These plans maybe subject to review and/or revision, byCVWD, if constriction has not
THE EXISTENCE AM LOCATION OF ANY UNDERGROUND UTILITY PIPES. CONDUITS OR .
OBTAINED Y A SEARCH OF THE AVAILABLE
begun within 12 months from Date of Approval as shown in CVWD Drawing Approval Block.
F.H. FIRE HYDRANT 47 STRUCTURES SHOWN ON THESE PLANS WERE OB NED B
'� RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES
G.M. GAS METER EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE _
MEASURES TO PROTECT THE UTiUTY LINES SHOWN ON THESE 16. Contractor shall call Underground Service Alert at 1 800-422-4133 at least two working
S.M.H. SANITARY SEWER MANHOLE PRECAUTIONARY 1:/1SU
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILTY days prior to start of construction. _
SHEET 2 FOR THE UTILITY PI CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE
P.P.POWER. POLE PIS,
• CV'WD-003
46
RESPONSIBILITY
43 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
S.L STREET LIGHT Q
V STRUC71ON OF THIS PROJECT ,
FOR JOB SITE CONDITIONS DURING THE COURSE OF CON
ALL PERSONS AND PROPERTY THAT THIS REQWREMENT SHALL
C.O. CLEANWT . g INCLUDING SAFETY OF I
3 N LIMITED TO NORMAL WORMC HOURS: AND THAT
APPLY CONTINUOUSLY AND NOT BE LIM
VNEfi _
I.P. .IRON PIPE THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, THE 0 -
• I 45 THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, IN .
N AND
L.P. LAMP POST 44 THIS PROJECT EXCEPTING FOR _.
I-' SCALE: 1 •100 CONNECTION WITH THE PERFORMANCE OF WORK ON S � ,�
SING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. sewer s stem In TFeeA 141
is in
LIABILITY ARISING he sew _
_ , .. f that t _ - -. ter .. _ _ _ _._ .� certify q •. u u a
S.D.AN.H• .._. STORM DRAIN MANHOLE _ � t c Y a4 ello ale -
wii.h the sewer system exponslot � plans of the CO . he I
R.C.P. REINFORCED CONCRETE PIPE
accordance { adequate
at this time to treat t
District and that the waste disposal system s q
C.L.F. CHAIN LINK FENCE INDEX OF SHEETS
- �' •anticipated wastes from the proposed tract.
TI TROL VALVE
VISTA DUNE8
OOOTLLO DIM
I.C.V. IRRIGA ON CON
- SHEET 1 of 2 - TITLE SHEET � '
TRAp..ER PALMS ��• 2 I TRI
cP. SEWER COACHELLA VA EY WATER 0 5
I.C.B. IRRIGATION CONTROL BOX API.604-PA 22 CD -EXIST. �
DWG. 16395 SHEET 2 of 2 - PLAN AND PROFILE ADAMS STREET AND OCOTILLO Date:
78�M MILES AVENUE CVWD DRIVE . FROM STATION 6+86.26 TO STATION 11 +30.00
G.P. GUARD POST �
Q 63 64
W.I.F. WROUGHT IRON FENCE
50 100 200 By:
0 , _ Perks
R.O.H. BUILDING ROOF OVERHANG
e Daniel L.
U.S.A. NOTE
T- Director of Engineering
T.S.P. TRAFFIC SIGNAL POLE
TRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT. 1-80D-227-2600. R.C.E. No. 2957E
LOT R GRAPHIC SCALE CON ,
P.B. PULL BOX
48 HOURS IN ADVANCE OF COMMENCEMENT OF CONSTRUCTION. FOR EASTING
UTILITY LOCATION.
P A LANDSCAPED PLANTER AREA
INDEX MAP j
T.P.B. TELEPHONE PULL BOX
FAMILY HERITAGE CHURCH
OF THE VALLEY, INC. SCALE: 1'=100r _
MANHOLE _ BASIS OF BEARINGS
T.M.H. TELEPHONE API.604-032 7
78-WS MILES AVENUE NE OF ADAMS STREET TAKEN AS NOR1H 00'12'38' WEST AS SHOWN
E.P.B. ELECTRIC PULL BOX IS THE CENTERU
ON TRACT NO. 23269 ON FILE W BOOK 205. PAGES 86 THROUGH 94 INCLLISIVE OF MAPS,
T.S.C. TRAFFIC SIGNAL CONDUIT
RECORDS OF WVERSiDE COUNTY. CALIFORNIA.
s S.LC. STREET LIGHT CONDUIT
T.B.P.B. TRAFFIC SIGNAL PULL BOX SEWER CONSTRUCTION NOTES AND OUANTTIIES
T.S. Pb. TRAFFIC SIGNAL PEDESTAL
I
B.F. BACK FLOW PREVENTION DEVICE WEST R/W rt EAST RAW nr= - OUAWITY
Be
TRASH ENCLOSURE 4, 44 INSTALL 8• DUI. V.C.P.MAINLINE SEWER LINE. 445 LF.
T.E. i
P.M. ELEC71C PAD MOUNT TRANSFORMER 1 3r 32'
EX. EP. t INSTALL a DIAMETER V.C.P. SEWER LATERAL PIPE AND CLEANOUT 48 LF.
CATCH BASIN 1
C.B. NEw AC. 10' EX. MEANDERING 1 EA.
R.D. ROOF DRAIN { PAVEMENT CONC. SIDEWALK
INSTALL DROP MANHOLE
AND BASE r MANHOLE 2 EA.
-•-R RIDGE LINE INSTALL 4 DNA. STANDARD
�=
GRADE BREAK LINE t� - , I INSTALL UPSTREAM PLUG AT END OF SEWER MAIN. PLUG SHALL NOT 1 EA
-� _ T APPROVAL OF C;V_-WD.BE RE1�10VED MATHOU PRK1R-IrT
P.O.C. POINT OF CONNECTIONb V!�L:�
-5 LIMES - NUMBER OF OVERHEAD UTILITY 41 d m CONTRACTOR TO VERIFY LOCATION. SIZE AND DEPTH OF EXISTING SEWER 1 EA
LINES ''� . ' * .`' MAIN AT THE TERMINAL CLEANOUT PRIOR TO INSTALLING NEW UPSTREAM
. � t� SEWER PIPE C.V_W.D. RAWINC3 AP AL
•
D DAYUGHT 3 3 -,�� T` 20 W d
•W
z N 3 z ` 4I17103
0 D
,.
wN LEGEN
os DOW
NSPOUT � MANHOLE
3
' 9
PM PERFORATED STORM DRAIN
W 29671 DMC.
Z W �O N
M.H. No. STATION RIM (ELEV.) INV. (IN) LIiR. INv: (OUT) DIR.
TSW TOP OF SEAT WALL
< 6� W - '29657
EX. 4 GAS A 1 6+88.26 82.7 74.96 (69.59) E aai.w ww •-aHEr a me sec n. a s
TB TURF BLOCK OR EQUIVELANT
if I ( ��er�FJr `�E' 75.61 S 75.41 E k'a,"�
B SEND-� L, 2 8+04.16 85.7
He HOSE BIB NEW 8' . �Q y�E E
WE
APPR
C CUT
EX. 12' WATER! ' Z N
EX 18' WATERi v c� �' R+ 3 11+4fl.55 84.6 77.0E S 76.9E S
W No. 3830E c �o
F FILL _ � 1
ES AVENUE TYPICAL SECTION •sx <
_MIL _ i _
- - ADAMS STREET a r
NOT TO SCALE TfOF CAItF�Q
STATION 8+04.18 TO II+44.56
• 1-800-227 2600
REVISION DATE PREPARED UNDER THE DIRECTION OF . MARK LAMOUREUX ^1. MSL CITY 1 OF L�-\ OUINTf1
ITS THE LAW CALL AT LEAST C..,
ENG G INC.
c DIAL BEFORE TWO WORKING ���� tl�-(7C>' �
YOU DIGL DAYS PRIOR TOENGINEER
EXCAVATING y S• DATE 03-24-a3 (a.lS1T oN SIRES 03-31N0os cam.. a ANn LArn s�uI YOAs �cu N art>: SEWER IMPROVEMENT PLAN
0
BENCH MARK 4 4M WEsr ARlM HWY, sure= A SAN DtI44 CA. 9v>3 LA OUINTA FIRE STATION �
IMP Eq),
cAL�� a o3-a' 1-ots APPROVED BY: CITY of U► QUIN11► (909) 305-2396 FAX (949) 305-23�7 - -�•�� of 2 SHEETS
UNDERGROUND SERVICE ALERT CITY OF LA QUINTA * * OWN BENCH MARK: E 1 I LE SHEET
OF SOUINE N oALFORMA BM rP-3-1E SCALE AS SH
`� Crvt� r �
BEFORE EXCAVATING. THE CONTRACTOR SHALL VERFY THE 1" I.P. WITH COUNTY TAG HANDWELL MONUMENT 7 MOTHY . ONA N. P.E. _ SHEET 1 PORTION OF THE S.E 1 4 OF THE N.E, t 4 OF SEC. 19. T. 5 S.. R. 7E FILE N0. <
LOCATION OF UNDERGROUND UTILIES BY CONTACTING AT INTERSECTION OF ADAMS STREET AND MILES QF CAL CITY ENGINEER SEE EEI W.O. FOR F.B
UTILITY UNDERGROUND SERNCE ALERT AT 1-800-227-2600 AVENUE
ELEVATION - 92.06T DATE y-?• �3 R.C.E. 45843 EXP. 12-31-02 MARCH 2O03 LA OUINTA
JxN01o42-0142 C ww a
� 29 657