4101w '
NOTE
With'proper validation %
this form constitutes an` CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
�01 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
DATE: February 27, 2004
Subdivision Improvement Permit — Class III
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION La Quinta Valley Plaza, PM 31172
' � A
(Street address or Description of Location) (' `
PURPOSE OF CONSTRUCTION Precise Grading Sketch (attach construction plans if appropriate),,
DESCRIPTION OF CONSTRUCTION Storm drain, curb & Rutter
gradine & vavina
DIMENSION OF INSTALLATION OR REMOVAL 6 acres
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE -TIME WHEN WORK WILL BEGIN • Upon receipt of
verud#
APPROXIMATE TIME OF COMPLETION 'three months
ESTIMATED CONSTRUCTION COST $ 312.496.45
(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:
**See Attached Special Conditiona*
Plan Set
MAR 0 9 2004 D
OF LA QUINTA
ANCE DEPT.
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
Neil Kleine (Bob Finch) 41910 Boardwalk, Suite A-10, Palm Desert (776 4840)(578 3242)
Name of Applicant (please print) Business Address Telephone No.
Klein Building 41--910 BOARDWALK A-10 PALM DESERT .CA 92260 (776 4840)
Name of Contractor and Job Foreman Business Address Telephone No.
390365
Contractor's License No.
17045
City Business License No.
MT HALEY 14CL 0136124
Applicant's Insurance Company Policy Number
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
9374.88
Inspection Fee $
Permit Fee 100.00
Pe a'ft BUIL DEPOSIT 1000.00
Cash Deposit -Surety Bond
if requiredILAN CHECK CREDI10.01111100.00
5774.88
TOTAL: $
Receipt No.
Received by
Date
t,'a 2 4101
far
PERMIT VALIDATION
PERMIT NO. 4101
DATE.APPROVED 2/27/2004
2/27/2005
EXPIRATION DATE
r` W! _7j,/,2004
DATE ISSUED
LJ , Administrative Authority
Recorded by II Telephone: (760) 777-7075
City of La Quinta
The following General and Special Provisions are attached to and made apart of
Permit Number 4101
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 iwenty-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 ditchesshall 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 cldsed. 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 ( ** 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 (Y") 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.
Citv of La Quinta
® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
® R13 PAVEMENT. CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or'equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of -not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded 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 ( 4 ) 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.
PERMIT NO.4101
LQ Valley Plaza/Precise Grade, Storm Drain, & Paving/PM.No. 31172
In addition. to the standard permit conditions, the following shall apply:.
l . Pursuant to Section 14.1.6.320 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. Mr..Neil Kleine, hereinafter referred to as "Permittee", shall be responsible for providing continuous
dust and erosion control.
3. This permit or copyof it shall be on the work site for inspection during the actual work performed.
4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
5. Pursuant to Section 6.08.0501of 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 S eptember- 3 0: 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) 275-6894 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 responsibilityfor 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
Special Conditions Page I of 4
f
PERMIT NO.4101
LQ'Valley Plaza/Precise Grade, Storm Drain, & Paving/PM No. 31172
review and approval one (1) week prior to starting any construction. It shall be the Permittee's
responsibility to appropriately detour and barricade all. construction sites.
Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street
closures shall not be permitted.- A minimum of two'(2) travel lanes of paved surface shall be
maintained' at all times.
III: 9. " 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, an&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 theLaQuinta 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 otherineans 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
Special Conditions Page 2 of 4
PERMIT NO. 4101 .
LQ Valley Plaza/Precise Grade, Storm Drain, & Paving/PM No. 31172
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted' for the remainder of the project.
E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill, per 300 linear feet of open trench, at randomly selected locations within the open length
of trench.
F. The depth of the randomly selected compaction tests shall also be randomly selected except that
where multiple tests are required in a given length of trench, the tests shall.be no closer than three
feet (vertically) from each other.-
G.' If any compaction test fails, previously placed backfill (in the same length of open trench or .
previous lengths of trench).which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
H. All costs incurred due to the conditions'above shall be borne by the Pennittee. Copies of all test
results shall be furnished to.the City Inspector.
+ 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 can not be backfilled in the same day.• Excavated trenches shall not be allowed open overnight,
however, PenYnittee-may leave a length of excavated trench, not to exceed twenty (20) feet in length,
construction will begin the nextday, provided that this length of trench
open overnight at a point where
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°conforrn'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 thickr e`sses with the City prior to installation.
Special Conditions Page 3 of 4
PERMIT NO.4101
LQ ValleyPlaza/Precise Grade, Storm Drain,.& Paving/PM No. 31172
C. Permanent pavement replacement shall be installed using a City approved '/4" max medium
asphalt concrete as the base course lift and a City approved %" max medium finish course lift for
capping. ,Asphalt concrete mix design shall be approved by the City prior to its placement..
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench saw cut shall -be cold -milled to a depth of 0.10
feet with butt joint created `next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000
asphalt. concrete mix. The width of the cold milling area shall be as follows:
• For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut
removal lines.
• For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to the lane line striping, whichever is greater.
• For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of max medium asphalt concrete shall be installed from saw -cut edge to
saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left
0.10' low in anticipation of grinding and capping.
F. .Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be
replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer.
Affected traffic signal loops'shall be removed and replaced in kind. The finished pavement
surface shall be smooth, consistent, and shall conform to the surrounding grades.
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 subject 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
w
Page 4 of 4
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)ate: 8!312003 -
Job: La QUinta Plaza
City: La QUinta �paVl-"n" • UnitRdoe TOTALl(�
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=4� Class ?Base :,'�� $0.00._
p,C over.
- .f 1420AU�i. sf - -
Cones-i1e work $14,450.00
Club & $15.25 $66 9 00
if $5.75 $27,092.50
2 4380 $2 45 $4b1944.00
4710 sf 'Ribbon Gutter
4 19120 sf d
roach 0-1
vewa A $t.500.00 . �~'� �
5 3^80 ,
ea Ctub ram s Case A--�---•--- $168,711.
6 - Storm Drtttr-$9;600:00
ct�.Basins , _$2 240:00� �$4404:00
il•g : _ .,. J�tl1'rt'"` $35,]00_00',
4x24 )ro inlet: $27.00
2 ea , ��PE:sto m diaur J/es 8b_ ends= :.$4:480 00
3 1300 ,.� riff lfitttiig' "$3Z:00 r 400:00
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4 Paz ...anhol= ..,Y . �$500:00`$1',00(l:U
5 � +3 collars _. �- --- $59,98U.OU .1
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a La Quinta Valley Plaza
_ Parcel Map No. 31172 t
" Preliminary Cost Projection for Precise Grade and Pavemen't
February 24, 2004
Constr d , $268,000.00
-
Class II Aggregate base11,
j1'920010`.' SF $1h50 y <:.,.
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Construct or Type Curb per RC.
3 STO. DWG. No. 204 . 2.700_ L_F $10.00 $27,000.00
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Construct 4' thick P.C.0 sidewalk per
RC. STD. DWG. No. 240 (see plan
5 forwidth) � 20000 SF $2.50 $50,000.00
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Construct Curb Inlet catch basin per l L
RC. STO. DWG. No. 300 (See plan
7 for width and WOO 3 < EA $4,000.00 - $12.000.00
..r: •. • •' }$,_ .:l:i : . 4^ _ • a�Oylt.".`,�J ....1.•:l�\'.�iP•''.'J�.• i''�. i..4 .' ..
,..: ::i: .; %n,` 4.^! _ 1 _ �.;5'�:.. {�':i.�,-r.'-pf•'�.:•i`: t.•=vt�'_t'�''r-�°-Z..,-f
`i. ... :r•: ;^r: �.+•.?: •, ,•,t f't\�'YY• Jf. .fb°•i.>'y,:o b'"J�•s•,.e, `•. Y���•
!•�' 'ems? '••' :.mod'•^t, r ... �L --.I:c:• '4Ny}..: _l!o• '. •.i `!_oya.. ,
'a.-'•xr•�^f...b 3°2it�•; +:1: ';.."i :`•:' `•,1.:�
Construct curb ramp "Case K per
9 RC "STb. DWG- No.403 7Fit
EA_ $300.00 $2,100.00
6.•• ;; b?e„titF. e .'��•�t�,J�'It's,,' is ' ;Y,X:SF'T' :,r "' s !2
Construct 6^.class W concrete over 162.50
, 1150 SF $2 T5 53,
11 e- Class gbprelaate base _ :.:,>� - �: < _ =;.�.. _• •:�;. e ; :... ,..
^. 7YIT��r�� �... L �,+ �.5�, Yi�:..i �'�.•' •;J, yfi• � '�i:.. K •~• 't'�'•�:. Y:S��,, �•^•' '
i:skt:.y'; i!'.. '• - :tJ.. L'I,"+•Fe.:.. :, :. }Y .i:i:J
5 High screen wall;=see plan fo�<TW a • ..
_ and TF; (See`IanCscape archiGecCs • • , •
13 plan br details, per separate permit} 350 WA $0.00 $0.00
�'Y'; 'ram, ^'-�%_ . ?_\� Kam: •.• i".- .+`<•
y%i" IC��t...�+.. :- 1 ..•.F ��f:; •' r41fs.'�.• .•. fat•
�toifi-+:����t,���' s�c�•./,<.F,�-`• l�' �@5?� ���i r.�':'`•:i•���:•i`;:�.::r:�,'w��:s:`.�_:�k�':�':. .. .c*1�Qtt�P
$ 000.00
15 Pat'4�wide_white parking stripe a ' S,000 LF $0.20 YT;y_
-i- - Mt •E,+'a�.f2!%'e '' . •tom': - _�• •^in'. F`...•Y".tr�tf�'•'eu�'�;°;.`.t,:�1;�p�:��t��c,. -`s.
ry"irl<' _ '�` '.�S,L�y��•¢s.l� Yud�e�.-�k.��:ab�a ;i,•::•:;'`•:ue`stY.t�:-C ?'?''�. t�•.�'�r7'. ..::�••
'> .•ie .'ea•. ^it•�i:.F•:: •";-•.'`.Y�:: 1a:` .d+:: ,:.iY �S/.t: L::c'I.n��a,!S?c•�i:-.'.'^�•.`�' _
_ •.' ` sew: •i• _=:%!'e:� �.'..�,...pr?i'.t •? +••i �''
�� ~`'• � ��'.': �'?" �',:J_ mil:•,-•\ ' �- •`i::„p: _,. . •�,_.�-, \'•!' _... '`� ` ,• r �'-�' •`'Y`'
17 Saw at smooth join axisbn 150 IF . ; $1.00 ' f `� �$T50 00 l .
�ju§r3tQii>i>igt:aitelci4bR-` �:::.:';:! `•-, 83Ap•` • -Y- -..' ..-:�.::.
19 Protect in p!aoe NSA $o.00
,• r ...;.
0�'!UIa9� '=f•:�'�`�'•=��r'::_ sic•>�i='• "t• .. _
5
f
•
aR p + '� Via' r,t• ,.. .v � .
PENALBER
} ,ONC:RETE�CO.
•' -
^
'_ a, 84 148 Ave�48�`� �' y.
F
- �<, • " +Indio, CA 92201 � '� �� •
} Phone (760) 342 2031, Fax (760) 863�090�':: 3� • w T
•
,. Lic: No. 782504
DATE:
1 /3/2004
' PROPOSAL tl.:
2003 . • � , .�; ;��;
SUBMITTED TO:
Kleine Building & Development Inc. '
419' 0 Boardwalk, Suite A-10
Palm Desert, CA 92211 • ,
Attn: Bob t
PROJECT NAME:
t
La QUinta Valley Plaza / P.M.N. 31172 +
HWY 111 & Dunes Palms
LOCATION:
La QUlnta, CA
SCOPE OF WORK:
r
ITEMS
<' DESCRIPTION AMT. Unit Price Unit Ext.
2) 9
3)
6�'Curb &°Gutter StdP200 ft• 4P as u
82 If $ 1.2zQ0 pAf$10384:06
`
as"Curb Stda204 4522 .
If "8.50 pllf $. 3843700
4)
Gutter 410f..c�$ =5.25 p/sf $ 17,902.50
4" Thick fSii�ewalk
.}
P C:C Std°204 2t]0.00 sf $-. 2.50 p(.sf $ 50;000: '
8)
(natu�agraybry� oo fin"ish) $ _ $
Concrete.Dnveway Std._207A
• t8J
Approach .507 sf $y 5 50�— p/sf $ - 2,788.60
Curb
at,Ramp Case'A'�Std: 403
0 z 4ea�$550 00e
�) Curb=at=Ramp=Case B St . 40 1 ea-��550 00
xm - :.. a _ ea.- $ 550100.
�1,1)�6 Concrete pavement_ 1464~sf$.5.50p$'052�.00 '
3
!!;Thick- P-C: C=Stoop 257 'sue f $ _ v 2.50 �/sf $ 642:50�
. ale•f®etiag.2-pia �c�' 2� ea . 669 ••,. --i—•4 59:@0--
14) IF TrasFiNenelos reas abs wlCurbs o y 3 0 °951 sf 7:95 prf3 7;560.45
(blockwal(s and footings are_not_mcludedj $ _ $ _
Notes: -
Proposed Construction items are to be install onty $ _ $
• .
and all other are excluded - 1 6 7 1213 1 5 thru 35,37,38- $
+
Project is to be field measured upon completion $ - $
for invoice payments. $ _ $
DETAIL STIPULATIONS:
j 1)
Grade to be within .1 (one tenth of one foot)
2)
Builder to thoroughly wet area during trenching operations
' 0 7/�•(O
4
All invoice are due upon retie if not aid within ° tends sal P P�f P y 0% late feee well be applied.
i-Accepted by:
; a Date: '
`
(Print Name & Tine)
.
j. (Signature) Page 1 of 2 '
►0.
Location of Construction: p
Purpose of Construction: /( �✓lwit _.
Des ' t* of Construction:
Dimension of Installation or Removal:
Approximate Construction Start Date: Rk
Approximate Construction Completion Date:
Estimated Construction Cost: $ Z . `i 16 , ti !
Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and
placing permanent resurfacing and or replacing improvements
Contact Name:— � �� �Whone Number: 7 "7 ��L0 —3 2`/2--
Name of Applicant:. -e/ I Svc"
Applicant Address: ( O '7:> .eA4
Applicant Telephone Number: 1 ? (o �( g�fp
Name of Contractor:
Contractor Address: (D 0
Contractor Telephone Number: 7 U
Contractor State License Number: ' To
Contractor City Business License Number: Z
No. A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED
Applicant or Contractor General Liability Insurance Company: ,
Applicant or Contractor General Liability Insurance Policy Number:
Office Use Only:
Inspection Fee: q
_ 1
` -37 Ll
,
Permit Fee:
As -Built
Deposit:
Dust Control
' f
Deposit:
V
Credit —
JJ
Amount:
TOTAL FEE DUE:
+ S J79 , Fit
Office Use Only:
Assigned Permit Number:
Approval Date:
Expiration
Date:
Issue
Date:
Administrative Authority:
.02/25/2004 11:26 7603237893 MSA PAGE •02
x La Quinta Valley Plaza ,
Parcel Map No. 31,172
Preliminary Cost Projection for Precise Grade and Pavement
February 24, 2004.
I
02./25/2004 11: 26 7609237893 MSA PAGE 03
L7
La Quinta Valley Plaza
Parcel Map No. 31172 ry
\j�j G) PrelirAnary Cost Projection for Precise Grade and Pavement.
February 24, 2004.'
P11
Install 30" HDPE Storm Drain pipe or
21
approved equal 80 LF $70.00 S5,600.00
AX"
or
Install 18" HDPE Storm Drain pipe or
.23
approved equal 140 LF $25.00 $3,500.00
�24]
P.'o*
Construct concrete collar. per
.25
R.C.F.D. STD. DWG: No. M803 2 EA- c $500.00, $1,000.00
!Rjffio!
.. 16.
—w.i8r
Install 30"x18" HDPE Reducing WYE.
27
or approv . ed equal. 2 .'EA 5350.00 $700.00
Msla d .... .. . .......
V
-
Install 24"x22.50 HDPE Bend or,
approved equal 3 EA $300.00, $900.00
121
.lnsta::aONTI
�-Z (K
0
J10
.3
00
Install 18" x450 HDPE Bend or
31
approved equal I EA $200.00 $200.00
A'df-`is;fih-`6 a"A", M, . .....
r ywP 0 .... ..... .
2.3
3 0 0''
33
Remove existing curb/gutter or curb 305 LF $4.00 $1,220.00
.... ........ w
............ ,
..... . . . . . . .
3
Construct extended footing. (see
35
detail on sheet 6) N/A LF N/A 00
. . ........
1
I
Construct returned curb style access
37
ramD*(see detail o� sheet 6) 8 EA $300.00 $2,400-00
Pro -p'o§ed.,r
Construct gutter depression pan (see
39
detail on sheet 6' 2 EA $100.00 $200.00
Construct cross gutter spandrel per
41
RC. STD. DWG. No. 209 & 209A 1,400 SF $3.00 $4.200.00
Construct 6" deep graded earth —
43
swale 520 LF $1.00 $520.00
44'
N. A ""tit
Install 24"X45' HDPE Bend or
45,a
roved equal 1 EA $300.00' $300.00
4i Subtotal$413,862.50
Subtotal- Precise,,Grading. & Paving Improvements $413,862.50
15% Contingeny $62,079.38
Total $475,941.88
Mainier6, Smith & Associates, Inc. makes no representation concerning the estimated quan I tities and cost figures other than that all
such rigules Hie estirnates only and the Engineer shall not be resposiblo for fluctuations in cost factors or the 2CtLT21 cost factors,
or the actual cost at the time of construction.
02/2.5/2004 .11:26 7603237893 MSA PAGE 01
IDMainier o, Smith and Associates, Inc.
Planning / Civil ,Cngineefing/Land Surveying
777 ]Cast Tahquitz Canyon Way, Suite 301 /_Pahn.Springs, California 92262-w6784
Teleph.one (760) 320-981.1 / FA (760) 323-7893
FACSIMILE TRANSMITTAL SHEET.
To: i iu?nl:
MI:. Neil Kleiiae Gracie I-Icmandez
COMPANY: DATF- --
Kleine Building & Development 2-25-04
rAX NCP1llrix: — TOYA+, N0. Or PACars rN(;1'.I:LAIN(.; ':?\rl?x:
?<U-?7G-4842 3
ei lur�r•. ul" t.•initic: naSA mzotr•,rr Ni;wtrcr,:
760-:776-4840 1640
RI::: PRUjL•(7 xldi Ir:R+::N(:1:
Preliminary Cost Projection for )recisc Grading La. Quinta Valley PlazaTract No.:31.1.72
& Paving`
a lUtGfiN"I: ®I <:)K RI?"VTl-'w 0 Pl.l..A SI;, (,6NfI)i('s'N'r ❑"PI.1;SSG REP1_1
NOTES/ COMMEN`I`S: -- —
Lmclosed.is the docu). acrit. ]ndl.cated above: for the I..a QUinta Valley Plaza - "Tract No. 311721
111cse units are froth o"ur. submittal: III progress.
Please feel .free Eo caU ou.r office witl') any'qu.estj.ons or.comnleius.
Thank )-ou.
cc: Mr. -Anthony Col.a'rossi, :Assistant hileec I /Cay of La Quint,i -- Public Works Dept.
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