2720NOTE:
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
DATE: February 23, 1998
Subdivision Improvement Permit — Class II I
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Bella VietA tract 28457-3
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Site Inorovemanta Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION Gradi.na & stratto
oar olAns
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
SEF ATTACHED CONDITIONS
PAID '
APPROXIMATE TIME WHEN WORK WILL BEGIN 2/23/98 FEB 2'7 1998
APPROXIMATE TIME OF COMPLETION 5114/98 Vl 1 T FLAOWWA
ESTIMATED CONSTRUCTION COST $ 188.000.00
(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: y �'
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.
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a Signature of Applicant or' Agent
The 8xthange Group, Inc, 70-615 Naples Dr. La Quinti* CA (7601 772-0222
Name of Applicant (please print) Business Address Telephone No.
Roger Snellenberger & Assoc., Inc. 78-615 Naples Dr. La Quinta 772-022.2
Name of Contractor and Job Foreman Business Address Telephone No.
488234 1858
Contractor's License No. City Business License No.
United Capitol Insurance Co. GLA 1251301
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class I I I
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 Fee
Penalty
Cash Deposit -Surety Bond
f�requrred IAs—built Deposit 2,000.
TOTAL: $ 1,667.
Receipt No.
Received by Date
Recorded by
2720
PERMIT VALIDATION
PERMIT NO. 2720
DATE APPROVED 2/23/98
EXPIRATION DATE 12/31/98
DATE ISSUED
By -
Adfninistrative Authority
Telephone: (619) 777-7075
The following.Geaeral and Special Provisions are attached to and made a part of Permit No.' Z. ZG1. r
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GENERAL PROVISIONS.
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The following shall always apply �.. F' y, 1 '
ENROACIMENT ON PRIVATE PROPERTY: This permit authorizes work to'be accomplished within City of La Quina right of
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,. way ONLY. Whenever construction extends, within private property, it is the responsibility of the permittee for his contractors to
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secure permission from abutting property, owners. Such authorization must be secured by the permittee prior to starting work.
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TRACKLAYING, CONSTRUCTION EQUIPMENT: 'Cleated tracklaying construction equipment shall not be permitted to operate on
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any pavedaurface unless fitted with smooth-faced street'pads. All mechanical outriggers shall be fitted with rubber street shoes to
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protect the paving during excavations. ~Rubber-tired equipment only shall be used.in backfill operations in paved areas. If the existing
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pavement is scarred, spelled, or broken during the term of this convect, or if the pavement is marred, Cit of La
y Qumta 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 cost 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 La Quints City Public Works inspectors:Suitable detours and detour signs shall be placed'and maintained for the
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duration of the project. The City shall.be notified 24 hours in advance of any traffic detours or delineations.
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-CARE OF DRAINAGE STRUCTURES: Any'drainage structu re. including corrugated metal pipe, concrete pipe, steel culvert and
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concrete structures encountered during excavation which necessitate removal shall be replaceddn kind., In the event it becomes
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necessary; to remove or cut existing drainage structures,' Ci of.La i
g City Quints shall be notified prior to commencement of this work.
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Drainage structures and open drains shall be kept free of debris at all times for proper drainage:
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RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be'removed from the right . r'
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; of way. • All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction.
Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed '
prior to paving.Water tanker shall be used, as required, to rankle the ob site W'kee down dust conditions and shall be used'
immediately after backfill:
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DE•WATER OPERATIONS: 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
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!!.pessary.
* CLOSING S'T'REETS:: v shall l -. • • , l f traffic shall e ! .• m
No street shall be closed. A minimum of one ane o b ,maintained at all times to provide limited
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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 r'
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The following shall apply when indicated:
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( Rl'1 NOTIFICATION: Permittee'shaWaotify the City at (619)777-7075 at least 48 houis in advanc of lectin
e, construction.
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:._ • UTILITY CLEARANCE. (Substructures) Prior to making any'excavation within1. the City of La Quints right of way
authorized by permit, the permittee shall contact all concerned utilitycompanies relative to the location of existing
substrucNres. Damage to existing substructures resulting from operations'co"nducted under this permit shall be the sole
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responsibility of the permittee.' r , -
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UTILITY CLEARANCE: (Surface Structures) No work shallbe done'under this permit until all utilities_ are clear of the
proposed work site. The permittee shall notify'ail concerned utility companies of the proposed work.
R4 PAVEMENT WIDENING: Area proposed concrete between the propoconcrete gutter line and the existing road pavement shall be surfaced F
;.with inches of A.C. paving placed on inches of class • aggregate subbase.course having an "R''
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value of not less than and in conformance with City of La Quints Road Improvement Steadards and '
Specifications, Ordinance #461:
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PARKWAY GRADING: Area between the property line and top f the proposed concrete curb shall be graded to a slope of
1/4 inch to one foot (1').
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T R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or as established by
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grades
a licensed engineer..
R7., CURB REMOVAL FOR DRIVEWAYS: A.portion of the existing concrete curb and/or curb and gutter feet) shall be
removed. •,Curb and/or curb and gutter shall be saw cut prior to remobal. Depressed curb,.matchitig concrete gutter and
concrete driveway approach shall be constructed in conformance with Cit of La
City Quints Standard #207.
RS DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. ; Surfacing the property
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line and the`ei[isiing road paving shall be .2 1/2 itches of A.C. paving placed on( ) of close aggregate base.
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Driveway construction shall conform to attached drawing. , '
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•� r / R9 / SIGHT CLEARANCE- 'Sight clearance of 600feetin all rdire tions shall be assured and maintained at all times.74! ,
RIO SOIL STERILIZER. The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the
manufacturer's specifications.
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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 force's to preclude delay or interference with State of 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 involved shall be completely tied out so they may readily and correctly be
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 project clearance.
R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight 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 of 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 1000 linear feet 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 an adequately consolidated backfill. Any 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 in lifts of not greater than
three feet (3') and vibrated using vibrotamper or. equivalent equipment. Alternate methods may be substituted, but in any case,
a. relative compaction of 95 percent shall be attained with the structural section of the roadway.
R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench
before. flooding or a maximum of five-foot (5') lifts where trenches are of excessive depths. Care is to be exercised that the
backfill material is not subjected to extreme swell by, flooding operations. Backfill material shall- be. placed so that the resulting
compaction shall be not less than 90 percent or equivalent to the surrounding ground, whichever i*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 continuous.
RIS COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000
feet and a minimum of one (l) test on each road. 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 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 Section 6.3.01 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 2 inches of SC -800 shall be placed on a prepared subgrade. The SC -800 temporary paving shall be placed after a
maximum of 3000 linear feet of 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 inches A.C. surfacing placed on a
inch class base shall be placed no later than days after completion of temporary road repair.
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fR22) 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.
STREET RESI'RIPING: Where street striping is still visible on streets 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 Quints road right of way shall be
accomplished by a licensed, bonded and insured tree service, and handled safely without interference or haurd to the traveling
public. It shall be the responsibility of the permittee 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 harard 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 is becomes necessary to
restrict traffic, the work shall be restricted to a maximum of 500 feet 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 90 percent or equivalent to 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.
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'SPECIAL CONDITIONS--PEFMTNO. 2720
f---;Snellenberger & Assoc: --- ,' '
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In addition to the standard permit conditions, the following shall apply: - = `
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1. Pursuant to Section 14.16:320 of the La Quinta Municipal' Code (Ordinance 10 § `1,(part) 1982), all
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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.
t 2 • - ; Snellenberger and Assoc; hereinafter referred to as "Permittee", shall be responsible,for providing.
continuous• dust and'erosion control:
ti 3. Streets shall be kept clean::They shall be#compI' ely-cleaned.at `the end of each working day and '
- more &quentlyif required: ; *' = `• �.• ax
Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 §.19,1982)1throughout 3#.
the 'work site,, thePermittee shall comply' with City`+regulated work hours:.' Operation and7` •
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• . - maintenance`of equipment within`one-half mile of human occupancy be, performed shall only during ,
'Y the following.tim_ e periods: , , t. , • - - - -
October lst to April 30:. Monday -Friday' 7:00 a.m. to 5:30+p.m.'.
{ , . Saturday 8:00 a.m.-to
f' Y fin•. ,St i r:
May, lst to:September 30: Monday -Friday 6:00 a.to p.m.
to 7:00 M
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k ' F Saturday,' i . 8:00 acm. to'S:00 p.m.
Work'shall be prohibited on legal holidays and Sundays',`
,5.- °.,Work performed within 500 feet of a signalized intersection is restricted 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. JT e'Perrriittee shall - '- -
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contact the `Riverside Country Traffic Signal Maintenance Department at (909) 275 -6894 -if signal--
operation at the intersection is to be altered in anyway. r '
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6. Pursuant to Section 14.16.`110 of the La 'Q�uinta`Nlunicipal Code (Ordinance 10� § l (part), 1982),
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:,• ''iPermittee shall assume responsibility'for repair of any pavement damage to any public or`p'rivate
in
street and -for any daage,to other City 'streets or facilities'as a result,6f work performed under this
,permit.
.7. Pursuant to SectionM14.16.250 of the La Quints Munici al Code - 1 '•arty
- p (Ordinance 10 § (p ), X1982), `
- advance warning signs and traffic control -shall be'installed and'maintained'ir`i accordance with Cal'
� '.Trans Standards or the Work -Area Traffic;Control Handbook (WATCUManual). A traffic control
;• +- plan, "if required• shall'be prepared in accordance with the WATCH Manual and submitted t6 the'.-`
City for review and approval one (1) week prio-r to starting any. construction. -dshall beth d
Permittee's responsibility to appropriately detour and''barricade all constriction sites.
Special Conditions - Permit No. 2720 . ,y4 Page l of 4 .
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SPECIAL CONDITIONS--PERMIT NO. 2720 -
'Snellenberger & Asso`c:
8. Pursuant to Section 1.4.16.290-of the La Quinta Municipal Code (Ordinance 10 §,1 (part),. 1982),, _rl
street closures shall not be permitted. A minimum of one tr`a'vel lane of paved surface'shall be
maintained with flagmen at all times. }
a*� 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 aitticipated,
excavation which impact Cityfacilities; including but not hinited to traffic signal conduits and loops;
irrigation lines;-.electrical conduits, and storm drain `facilities. ;,.�:. i,'•
` 10. Should additional work„materials; or'modifications of the work'be required insorder.to meet City . ,
-'standards, safety requirements, ,signage requirements; or to fit actual-field conditions,' the work shall -�
be,perforrried by the Permittee as directed by and to`the satisfaction of the City Engineer at no cost''
76 to the City of La Quinta. ...` a
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{ .11.., Pursuant to Section 14.16.370,of the'La Quinta Municipal Code* (Ordinance 10 §rtl'(part),' 1982), 'J ,
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. ,� f +! A
' Native material may be used as backfill material provided that minimum compaction, achieved in
• ° ' .Ahe manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no
Y, water densified compaction via jetting,or flooding or other means shall' be allowed. It shall be the
:.Permitteels 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 an appropriate moisture content for
compaction.-.The appropriate moisture content range shall be established afthe 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 Cit y,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
betaken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
. completion of this portion of trench,' the City Inspector shall' establish "the maximum lift
thickness-to be compacted for the` remainder of the project.
Special Conditions -Permit No 2720 s Page 2 of 4,-
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SPECIAL CONDITIONS --PERMIT NO `2720 '
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F. In subsequent lengths of trench, the frequency of coinpactiontests shall equaljorie per each lift "
{ of backfill; per 300 linear.feet of open trench; at randomly selected locations'within the,open
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' A ^' length of trench. .
». G: The depthofthe'randomly selected compaction tests shall also be randomly selected except_ . fi
%' that where multiple tests are required in a given'lei-igth of trench, the tests., shall be no closer
than three. feet (vertically) from each;otherT.
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H. 1 If any compaction test fails, previously placed backfill (in the same length of open
"trench or`
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.• - '� 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; {
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I. All costs incurred due to the:conditions above sliall be borne by the Permittee.Copies'of all
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test results shall be furnished to the City. Inspector.
312. All excavations,within City of La Quinta right-of-way shall be backfilledand temporarily paved if
`within the existing travel way, at the end of every workday as directed by and to the satisfaction.of.`
` ^the Ci ' En ineer for the rotection of the public. Len ,.
ty 8 p p gths of open trench shall not greatly exceed' ,
thai which' can not be backfilled in the same day. Excavated trenches shall not be allowed open
overnight, however, Permittee may leave & length of excavated trench, not to,excee'd twenty (20)feet
" in lerigth,,'ope`n overniglit.at a point•where construction will,begiri the next day, provided that,this -
A, '# length of•trench is completely covered by steel plating.l t
-43. AllUndscap'ifg, irrigation, decorative rock:decorative concrete, lighting, etc.,shall be replaced to
its original condition. ,1. '
1.4. Access andegress to all local properties shall be 'maintainedatall times.'
15: Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10'§ l'(part), 1982),
permanent pavement replacement shall be completed no dater than seven` (7)` days after the
completion ,of the work. Permanent pavement replacement shall -conform to, the. following ,
conditions:
u. A. Existing asphalt concrete pavement shall be sa�vcut one (1) foot beyond trench edges. -Edges.
shall be straight and clean.
Permanent pavement replacement structural section; within all trenches, shall be 1" thicker T
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 fo�,Public Works Construction. The replaced pavement and base ,
t - #material shall be compacted 695%,relative compaction and respectively tested, for each 300
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}linear feet of trench. Verify exact structural replacement section thicknesses with the'City
' prior to installation.
Special Conditions, Permit No. 2720 ` Page 3 d4 '
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SPECIAL CONDITIONS--PERMIT NO. 2720
;'---•Snellenberger & Assoc:
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{ •, -Permanent pavement replacement shall be installed using a City. approved 3/4" max medium.
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asphalt concrete as the base course lift and a City approved '/2" max medium finish course diff `A
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for capping. Asphalt concrete mix design shall be approved by the'City prior to its placerrientA'
For transverse trenches across improved, streets,, the existing'pavement
surface, three (3) feet
on either side of the "excavated ,trench- shall be cold-milled to'a depth of 0:10', with a,"butt"
point created along each edge of the cold-milled area, and a new 0.10' lift of%i" max rnediurn
asphalt concrete pavement overlay applied throughout the cold-milled'area.r'
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' E: For longitudinal trenches within improved streets; the existing pavement+surface, through: the
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lane width (within lane line striping), shall be cold-milled to depth of 0.10', with a "butt" t
joint created along each edge of the cold'-milled area; and a new 0.10' lift of max medium
asphalt,concrete pavement overlay applied throughout the cold-milled area.',
' F. If. grinding and capping operations • are. not performed in the same day as, base paving
operations; the'base course lift of 3/4" max medium�asphalt concrete shall be installed from -
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•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
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F: < Any existing 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,
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• consistent; and shall conform to the surrounding grades..
Y 16.` Permittee shall notifytthe City of La Quinta Public Works Department a minimum of 48 hours prior
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to commencement of any construction at (76.0) 777-7075: ' r
17. Permittee shall, stabilize any soil that' was disturbed -(shoulder areas,° etc.) as a resuit -of work •
: 4 performed under this permit with an approved dust control treatment:;
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• l 8. Pursuant to Chapter •12.56 `of the La Quints 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'
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x' 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 pickupon,the subject street,'or if this'permit specifically'.
grants permission to use the street to deliver street construction materials. and/or, equipment.
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" 19::r The City 'of L`a,Quinta •reserves the right to revoke„suspend 'or void this permit at any time.',"-..
ime.',• .=s20.
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s 2 ` Permit fee based'on contract=,$3,41.7 minus plancheck fee paid $3,750 for streets and grading,.'
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. - -► , . Contractor'had credit of $333.00. Due to the as-built deposit of $1,000 per plan`that is required •-
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:<,.-$2000 was.'total deposit minus the .$333 credit total collected with permit was $1,667. When
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'x -developer meets the as-built`requirements $2,000 will be "refunded.
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Special Conditions - Permit No. 2720 r> '” . Page 4 of 4
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JACOBSSON Proposal Number P402R
ENGINEERING Proposal Date 01102/98 _
,.
CONSTRUCTION,- INC
P.O. BOX 14430, PALM DESERT, CALIFORNIA 92255-4430 t "
(760) 340-0194" FAX (760) 340-1674
REVISED PROPOSAL/CONTRACT --
Customer
Protect
Name Mr. Don Olson
Name Tract No. 28457-3 '
Company Roger Snellenberger Associates
Address 1 Florentina
Address
City Rancho Mirag St CA ZIP 92270 City La Quinta, CA
Phone (760) 772-0222
Arch/Eng Warner Engineeering
We propose to furnish all labor, material, and equipment for the completion, in a good workmanlike manner, of �.
the Work described below:
Excavation/Compaction
$2.30
Q
Units
CY
Descrition
"nit
$2,300.00
34
:7
Prlce
TOTAL
STREET IMPROVEMENTS
1
LS
Mobilization
$1,600.00
$1,600.00
1000
CY
Excavation/Compaction
$2.30
$2,300.00
1000
CY
On -Site Borrow
$2.30
$2,300.00
34
EA
Finish Pads to +/- 0.10'
$400.00
$13,600.00
2441
LF
Finegrade for Curbs
$1.15
$2,807.15
15230
SF
Sidewalk and Driveway Approach Grade
$0.25
$3,807.50
41354
SF
2" AC Paving over 4.5" Class 2 Base ^3"!0�F'� `�
98$ $1:07
$44,248.78
2440
LF
6" Curb and Gutter
7 Lb $8.30
$20,252.00
4876
SF
6" Thick Driveway Approach
$1.85
$9,020.60
10344
SF
4" Thick Sidewalk,
$1.35
$13,964.40
SEWER SYSTEM
1
LS
Mobilization
$1,500.00.
$1,500.00
1110
LF
8" VCP Sewer
$15.25
$16,927.50
34
EA
4" VCP Laterals
S/9 $365.00
$12,410.00
4
EA
Sewer Manholes
/6 -so $1,840.00
1$7,360:00
1
LS
Video/Test/Punchlist
j6SO $2,780.00
$2,760.00
WATER SYSTEM
1
LS
Mobilization
$2,500.00
$2,500.00
1100-
LF
V' DIP Water
$14.95
$16,445.00
2
EA
8" X 6" Tee '
$240.00
$480.00
2
EA
8" X 6" Reducer
$350.00
$700.00
2
EA
8" 45 Degree Bend
$180.00
$360.00
4
EA
6" Gate Valves
$440.00
$1760.00
4
EA
Fire Hydrant Assembly
`/ 20 $2,900.00
$11,600.00
34
EA
Domestic Water_ Services
5 � o $345.00
$11,730.00
2
EA
Tie -Ins
$1,150.00
$2,300.00
1
LS
Testing/Punchlist
$3,710.00
_ $3,710.00._
DRY UTILITIES -
2455
LF
Trench and Backfill
$2.60
$6,383.00-
1040
LF
4" Primary Electrical Conduit
$3.40
$3,536.00
1780
LF
3" Secondary Electrical Conduit
$3.20
$5,696.00
735
LF
EA
2"House Service Electrical Conduit
Service Hook-ups
X2.0 $2.90
—$2907:00
$2,131'150
-$8 A58 -G9
4
EA
Transformer Pad
$490.00
$1,960.00
120
LF
Concrete Encasement
$5.50
$660.00
18
EA
Secondary Pull Box
$230.00
4,140.00
1 $4,140.00-
1 One move -in per scope of work is included in this proposal
2 All work per CVWD and Standard Specifications for Public Work's
3 Site has been rough graded, moisture conditioned, and compacted by others
4 Site to balance. Any import or export to be obtained onsite
5 Final lift of asphalt paving has been omitted
6 Final lot grading by others
TOTAL' $238,999.43 —�
Subject to terms and conditions attached herein, which are referred to and hereby made a part of this proposal
and contract. READ BEFORE SIGNING. BUYER TO SIGN BOTH SHEETS.
Acceptance Countersigned
1/2/98
..Buyer:. By.
Date: Date:
Thisoposal good for sixty days
tl ator
Signed- -
7" Z Z Sv
7r/1( Sv d
P
RlCPG% !i"&-
�01/1i2/1998 •14:21 6197777155 CITY OF LA QUINTA
NMI
With prom valldetlon
this form COnUihitm on CITY OF LA QUINTA
m"Toemm m permit « _.
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
PAGE ` 02
For the construction of Public or private curbs• driveways, pavements, sidewalks, parking lots, sewers, water msint
and other like public works, improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
�L i/ 1998 y Subdivision Improvernorrt Permit — Cleet 111
OATS: . Minor Improvement Permit Close IV '
= LOCATION OF CONSTRUCTION Bella Vista Tract 28457-3
(Ihtaat admaw or DnL,iotlen of Location)
PUO OF CONSTRUCTION - Site IlllproV22ents Sketch tatteC+ oonttWCtion Plans if epofopflatls) -
DBIIMDTION OF CONSTRUCTION Gradina & ee sCop 4 0 (( 1014 S
nl anS �� ffid� _
. R • 1
DI1104VION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED r w'
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION 7/14/96
ESTUAATEO CONSTRUCTION COST s
(bnoi}Ilal R nrapval Of IN obetruetioih, fnaterials, and debris; backfilling, Coat
t1alo'eltrn arld piedslb pernteflent rtfs101sf�Rg and/o. repledng ilnprevefnents) •
In o0mbderetlon of the W -ting of this permit, the apPlitbnt hereby orim to -
08 ilo.'-dViland
o;gelrteHey;.detalre arra tow the City, it* eutllmitee acorns, oflltsm repremognt ea and wmmovm. narmnm from aro agownt arm one an
PwmkMk IM"1111ee ar 100 reeultlnp from dairm or court action and arltine out of any acct lem. loo or di mese to owmans or oraooty
I or tlawrrlep of a aroxwWto moult of env work urop to en under the tafrnK punuwn to this sppllration.
Nael/y tra Afanlnbtratiw AUV%WftV et bast tam tv-four 1241 hours in advance of the tufa v~ mark will be tumad.
Cbnov tales an mplicame Gly Qrdif-MA e, tM terns and Conditions of the permit and lot applceble rules andIRbne of dh Of
V Orlrrta tmd to pay for env eedhiorW rtPneL7r11 t neaeWry 1I the ra1YR Of t110 ra.
�,OIAP i or AOwtt •
The Exchange Group, Inc. .78615 Naplese (760) 772-0222
NeAlte of Amifant (PWM print) r Buslnase Addmu O.
Roger Snellenberger & Assoc.,. Inc. 78615 Naples Drive (7�'f" 11'0222
Not-- of Contractor and Job Foromm Business Address Telephone NcL
488234 1858
Cawts�alef t Litonw No. City Business i No.
United.Capitol Insurance Ccopany GU-.--- 300
AOPlieent's inaurerloe Company 66N. L1AWLITY Policy Number
� aroma
Sube ww" Intprovarnent Parfait - Clots III
PUNIC irnprOvananu. 3% *4 attirnated construction thou r
Pftvsta i-ammomane: 3% of astinuted Construction costs
Minor Impravement Permit — Claw IV: See aturAed schedule .
InmeOlOn Fee _ PERMIT VALIDATION
PWmIt_Foo PERMIT NO. �-77
Cmh0 III I Atnrety gond �O !L� DATE APPROVED Z aaZJ e
N
� 1 EXPIRATION DATE �Z 7� e
TOTAL:. 8 1 DATE ISSUED Z s S
Raaelr>tt No. '
Raaefaed>M 8YDots Administrative Authority
Reseeded by TELEPHONE: (6191 7"-'T070
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