2816 (3)'
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The following General and Special Provisions are attached to and made a part of Permit No.
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''.•.r< -; GENERAL PROVISIONS'
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' The following shall always apply: ., c r _
ENROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La'Quinta right of
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way ONLY.f Whenever coastruction extends within private pioperty, it is the respoasibifity of the permittee for his contractors to ,
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secure permission from abutting property owners. Su chiauthorization must be. secured by the permutes prior to starting work: rx
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TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on
any paved surface unless fitted with smooth -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 operations 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'oGir 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 ,
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City Engineer or La Quinta 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 idvance of any traffic detours or delineations.
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' CARE OF DRAINAGE STRUCTURES: "Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and
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concrete structures encountered during excavation which utxesaitate removal'shall be replaced in kind. In the event it becomes'
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necessary to remove or cut existing drainage structures; City of La Quinta 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. f `�
- • `. ' • • '
RIGHT OF WAY `CLEANUP: Any surplus material resulting from excavation and backfill operations sha l be removed from the right
of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction.
^ �•_� .
Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed'
prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used
immediately after backfill:
f
DE -WATER OPERATIONS:' If de -watering operations are required and pumps are forcing water on City of La Quriata roads, it shall
be the responsibility of the permittee (contractor) to,controlthis water and to provide' off-street barricades when necessary.
CLOSING STREETS:_"No street shall be closed.... minimum of one lane of traffic shall be maintained at all times to provide limited
access for the adjoining property owners aad'emergency vehicles:. In the event it is felt by the pertittee that he must close a street for'
"any length of time, permittee, shall contact this office to obtain the necessary permission.'
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+: "• } ,• ,
- r i N::SPECLIL PROVISIONS '
The following shall apply when indicated:
4 �
. Rl, ` 'NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least .48 hours in idvance,of starting construction.
UTILITY CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quinta right of way
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authorized by permit, the permittee shall contact all concerned utility companies relative to the location'of existing
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" i^ substructures.' Damage'to existing substructures resulting from operations conducted under this shall be the
permit sole
'responsibility of the permittee.
ZTTUXJ Y 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 <r
• ', -
r •with t inches of A.C. paving placed on ' inches of class ' - '' aggregate subbase course Having an 'R'
value of not less than ^ --'and in conformance with City of La Quinia Road Improvement Standards and
Specifications, Ordinance #461.
PARKWAY GRADING: Area botween the property line and top of the proposed concrete curb shall be graded to a slope of
1/4 inch to one foot (17:
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R6 'GRADE CHECKING: • City of U Quinta shall check grades upon receipt of plan and profile and/or grades as established by ' -
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a licensed engineer. t t
"t R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter shall be
Y
_feet)
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 g207..
Rg DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the
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property
'line and the existing road paving. shall be 2 1/2 inches of A.C.'paving placed on (' ) of class aggregate base'..
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Driveway construction shall conform to attached drawing. +t.
r y SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times.
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'U RIO ' SOIL STERB IZER: The area to be surfaced shall be treated with soil, sterilizer. Rate of application shall commply with the
manufacturer's specifications. 1 7' 7 ;
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Rl l 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 of City of La Quinta projects.
�NUSURVEY MOMENTS: 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 french 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 (31 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 BACKFII.L 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 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 continuous.
�R18OMPACTION 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 (I) 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.
19 COMPACTION TEST'S: 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 Ffiighways, 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 PAVII19IYI' 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.
R22 r 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 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 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 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 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 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.
SPECIAL CONDITIONS --PERMIT NO.2816
--- Inco Homes ---
In addition to the standard permit' conditions, the following shall, apply:
L Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 §..,1 (part), 1982), all
work shall be performed in accordance with the latesf edition of the Standard Specifications For,
Public Works. Construction (SSPWC) and as directed by and to•the satisfaction of the City Engineer.
- 2. ' Inco, 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 frequently if required.
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 shallbe performed only during
the following timeperiods:
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 l st to September 30: Monday -Friday . 6:00 a.m to 7:00 p.m.
Saturday, 8:00 a.m: to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays..
5.;. Work performed within 500 feet of a signalized intersection is restricted between thethours of 9 a.m.
- 3 p.m. Traffic control;shall be setup 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.
6. Pursuant.to Section 14.16.11,0 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.
'7: 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, if required, shall be prepared in accordance with the WATCH Manual and submitted to the
City for review and approval one (1) week prior to starting any construction. It shall be. the
Permittee's responsibility to appropriately detour and barricade all construction sites. -
Special Conditions - Permit No. 2816• Page 1 of 4
' � y .• � +'t' v '- � • - - „ •.,- e _11 t � a� �..� J. may, _ q1 _
'• y SPECIAL CONDITIONS --PERMIT NO, 2816"; �` f"
f` t
Rico Homes --- UY
8. Pursuant to Section 14.16.290 of'the La Quinta Municipal Code,(Ordinance 10'§ 1 (part), 1982)-
street closures shall'not be permitted. A m' in' of one -travel lane of paved surface shall•be '
z� maintained -with flagmen at'all times. - ti
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9. Prior to`excavatmg, 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•coi duits and storm drain facilities. ' • ' '
10. -Should additional,work, materials, or modifications of the work be required in order to meet City " y
standards;'• safety requirements, sigriage 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-14.16.310' of the L'a.Quirita Munici altode+` Ordinance I., §-1 art), f1982 `"; t "
backfill.compuetion within rights-of--way-shall conform of -the -latest•-:
.k - — edi%tion the Standard Specifications For Public Works Construction (SSP,WC);except as otherwise . = s
-:t specified herein. - - .'�' ' , . ; , ` • ° _ - ,._► . +i
Native in may be used as backfill material provided that minimum compaction, achieved in ,
�. .the manner prescribed herein, is achieved. Backfill shall'be performed by mechanical means;`no
water densified compaction,via jetting or flooding or other means'. shall be allowed. It shall .be the.
Permittee's responsibility.•to-provide appropriate geotechnical`supervision, testing, and inspection,.-
w ' onsite; at all times during backfill' operations. '� '
F Backfill compaction shall be achieved'liy the following conditions,
r A.. When a firm foundation is not encountered`due to soft, spongy or other-unsuitable'material, _ 1
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such material shall be removed.to the limits directed by the Geotechriical Inspector and/or the,
City Inspector and the resulting excavation.backfilled with pipe bedding material: '
... _.�•. •� -. ... ;. •, _ ,• _ n, lam..
_', B. •Backfill materials sha11•be brought to or maintained at- an',appropriate'moisture content for '
°compaction. The appropriate`moisture content range shall be establish`ed`at the onset of the_' '
'' M and'ensured. riouto use of the materials through progress testion the stockpiles.'
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project. P t� p . �n` , g. P.
C * The first length of•trench.backfilled'shall'be backfilled'in the presence of the City Inspector.
Compaction shall be tested at random Aepths 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
_, x• completion of this portion of trench, the''-City'lnspector shall -'establish the'maximum lift `
r r . •thickness to be compacted for the'remairider of the project.
�' �' Special Conditions -Permit No. 2816 Page 2tof 4 ` `,
a - `• ' i SPECIAL CONDITIONS --PERMIT NO. 2816
Inco Homes ---
In subsequent lengths of trench, the frequency,of compaction tests 'shall, equal one per each lift'*',J.
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of backfill, per 300 linear feet of open trench; at randomly selected location`s within the open ' .
length of trench. r { M -: •
A'G. The depth of the, randomly, selected` compaction tests shall also be.randomly selected except
that where multiple tests are required iri a givenaength of trench, the testsshall•be no closer, f r -
? than•three feet (vertically) from each other.'F`
r ;- - ti H. If any compaction test fails, previously placed backfill (in the same length of openarench or
revious'len s of trench which is re resented b the failin test as determined b the Ci
... � .. �. p - 1� .. ) � P Y g ( Y ty .
.Inspector); shall be tested for compliance with compaction requirements.
3 ;M I., 'All costs incurred due to the conditions above shall,be borne by the Permittee: Copies'of all
..test results shall be furnished to thepCity Inspector::
•
12: "All excavations within`City'of La Quinta light=of-way shall be backfilled, and temporarily paved if
'. within'the existing travel,way,'at the end of every workday as directed by -arid to the satisfaction of
Y the City Engineer for the protection of the"public. Lengths.of open trench shall not`greatly exceed'
r
-.that which -can not be'backfilled in the same day. Excavated trenches shall not;he: allowed,open,
:overnight, however; Permittee may leave'a length of excavated trench;. not to exceed twenty (20) feet t
= ' ,.•. ; 'rin len ; open overnight at a point where will begin the next da rovided that this
r, � P _ gh P g Y, P
len h of trench is completely covered b ' steelplating". ,-•
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 all4imes,v
15: • - Pursuant to Section 14.16.375 of the La Quinta Municipal Code'(Ordinance 10 § 1 (part),i1982);
,permanent pavement replacement ' shall` be 'completed. no later than seven •(7), days „after' the _r
�* 1 ': c '•'completion of the.,•work. Permanent ,,pavement.replaceme'nt shallI'conforin to the following
• f,:,I," ,.conditions:.
A. Existing asphalt concrete pavement shall be'sawcut.one (1) foot beyond trench edges.. Edge's '
- p " 3i. shall be straight and clean. Y • ' ' ' h ,a ,, �.
' B Per pavement replacement structural section, within all trenches, shall' be 1 thicker. T '
v..' 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 '
r , - material shall be compacted t6'95%relative compaction and 'respectively test6d, for each' 300
4 `linear feet o£trench. Verify exact structural replacement section'thicknesses with the City'. '.
♦ r ;prior to installation. r • L
_ � ; •_ _ ` '• rr • mot. ' s ! y '• _ . 7
Special Conditions Permit No. 2816 Page 3 of 4 M r
k• _ �' SPECIAL C_ ONDITIONS--PERMITNO.,2816r
Inco Homes
C.
fC.. "Permanent pavement replacements shall be'.installed using a City approved 3/4" max medium �*
asphalt; concrete as the base course liftft-arid a City approved''/2" max medium finish course lift
i Fes. -•t i x r,
}for capping: Asphalt concrete mix design shall befapproved by the City prior to, its placement..
f D:.. , 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"
Z.joint created along eacli_edge of the cold -milled area, and ra new 0.10' lift of t/z'_'• max medii m h,
R ' asphalt concrete pavement overlay applied throughout the"cold-milled area.
} �n E. For longitudinal trenches within improved streets; the, existing pavement surface, through the
larie`width (within lane line*striping),. shall. be cold -milled to a'depth of 0:10','with a `butt" • '
=joint created along each edge of the cold-milled'area',and a new 0.10' lift of 1/2"'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 rlifft of 3/4'-'—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
' Y paving shall not be left 0.10' low in anticipation of grinding and capping.. ,
'r F. • 'Any existing lane stnpmg affected by this resurfacing :shall ..be, replaced in• kind by they ,
Permittee, as directed by and to the. satisfaction L of the City Engineer.=Affected traffic signal r
' loops"shall be removed and replaced in kind. The'fmished pavement surface ' shall be smooth, ' ,
consistent, and shall conform to the surrounding grades.
i .1 '
e artmen um of 48 hours' -prior
ublic.Works D t a minim r
1+6. Permittee-shall noti the Ci `of La Uinta P ,
�. fY tY Q P P.
construction at 760 777 7075.
to commencement of.an construe o
w.' 17. ,Permittee shall=stabilize any. that 'was disturbed (shoulder areas, etc.) as a result; of work'
. _ 3 F ,.
., performed under this permit with'an approved dust control treatment. 4' ` " • . r' '
W18. -• 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 1unit for restricted streets (i.e.; streets `
• riot part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a
' restricted street if making a delive %or icku -on the subject street or if this permit, -ecificall
g rY P P J P P y•_: '..
grants permission'to use the streefto deliver street construction materials an&or•equipment. ` .. •. `
City of La Quinta reserves the'right to'revoke,'suspend or void this permit at anytime
20.: ,Street im rovements shall be constructed per the approved - ' lans' for this tract. No chanes'shall be '
,made without the prior approvA.of the City Engineer. -
_r_ r. .. -- • `r ,+, '—•4_..- '�-
-,,,...' 21 * Inco homes has been notified that a condition of this permit is that no,building finals.on any homes+
will be granted until'the asphalt patch on Adams,St..north of Miles is'repaired to the,satisfactiori.of >' "
the 'City Engineer.
. Special Conditions -Permit No. 2816 r f , , ' r r 4, ; Page 4 of 4 Y ,
1.1 1998, .. 8.59AM NO. 7110 P.. 2
- ,
16533 D Street
Cooley LICENSED CONTRACTORS , • 'P.O: Box 1341
CONSTRUCTION, INC. Asphalt'Paving,.Gradfing, Underground . Victorville, Ca,92392.0863
CA ue, 0 3"036 AZ ix. s 110ss71 Telephone (760) 245-137.7
Nv ur- if 0038743 mnd 0030744 Fax (760) 245.7254
To: INCO HOMES Attention: IRENE
1282 W. ARROW HIGHWAY Date: 6/22/98
UPLAND, CA 91785
We propose to furnish .you labor, equipment and material only as noted' below at the unit prices shown for the
construction of yourptoject: INCO/LA QI/INTA TR023995-3 r �i
located at:
(Item No. Description
Quantity
U/M
UnitPrice
Total Price '
1 T 0 ONSITE PAVING , .
55-154.0,
SF
1.020.
56,257.08
1 1 - FINE GRADE +/- .50' FOR BASE ..
• 55,154.0
SF'
1 2 INSTALL 3" AC / 4.5" AB -
55,154;0
SF
1 3 MOBILIZATION/DEMOBILIZATION
1.0
EA.
56, 257, 08
2 0 ON SITE CONCRETE,
1.0
LS
2 oa 1. 6" CURB & GUTTER
2,538:0
LF
8.000'�
20,304.00
2. ''-' 2 4"THICK SIDEWALK ~`
13,139.0
SF'
. 1.700'
22,336.30
2 3 CROSS GUTTER & SPANDREL,`
3,520.0
Sly
4.720
16,614.40
2' -4 HANDICAP RAMP SCORING
8.0
EA
84.000-
672.00
2.. 5 6"DRIVE APPROACH
3,468.0
SF'
1.730/
5,999.64-
2... 6. MOBILIZTION
1.0
LS
1,570.000
1,570.00
67,496,34.
Total Proposal. Price;
$123,753.42
Special Conditions:
1. No permits, testing, engineering, bonds '
2. No dust control upon completion of our.work
"
3 . No adjusting/relocating/removing any utilities/manholes/vaults
4 No aggregate base under concrete items
-
- Va
.
5. No prime coat
o
.oa
No seal coat L
; :. P?
7 . No f ' seal
i= o brooming/cleanIng for tack coat/fog sear +
g
9 f% Not responsible for unknown underground utilities encountered in grading operations .
10. No weed killer
�.Noigns/striping1os
of construction water or meter. �--t
Quotation Note;
i
PRICE GOOD THRU 12/98
-
SEP' IL 1998 ; 9 .• HAM'.,�..,r N0, 7110 P. 4
vs
- --'c:--_ R =- BID PROPOSAi
B.P. 0696A
7.8880 ,Via Melodia. la puie[a, CA " 922.53 , - -` - Jun® 11, 1998
760-S64-6236 CA. LIC. 701414
INCO HOMES '
1A82 W_ ARROWWWWAY
P O:' BOX 970 ;
'. UPLA1VA CA 91785'
'ATTN: IRENE JAMES -
TRACT # 23995 3
WATER AND SEWER
APPROVED PLANS ;
UANTITY,
, ' - , ' 's'pE5,Ga�PTIU(rJ,: r
tWN17'C,OST-
„DOTAL .
TRACT•# 23995 3 PHASE 11I
WATER
8"DIP _ — - ' —
6" DIP
8" X O"'TEE - _. .,. .,.,._ _ •
8" X 6" TEE'
8" GATE VALVE --�- _ _
6•" GATE VALVE
6,' FIRE HYDRANT'S (WET BARREL)
VAOV !-
F!'
^$ _ 23,595.00
$^ 1,620.00
$-_ . 1,600.00
$ 1, 200.00
�$ 10:400.00
.S - 3,500.00
$ • 12,000.00
1573'
15.00
108' a
• :15.(IO
F!'
4
400.00'
EA'
4. A
300.00
EA
13
- 5 A
5✓
800.
EA
7,00.00
EA
2,400.00
�600.00 •
EA
.EA
S 2,400.00
4 /L
8 , X 4" REDUCER
- _ job.0Ul
rLT,
$ 1,200.00
41,
4" BLOW AF
500.00
300.00'
350,00
.EA,
5 2, 000,00.
• 2
8" M_J K FLG ADPTS ,
1 EA
$' 600.00
28 /
4.5 DEG BENDS
EA '
. $ 350.00
1" SERVICES ,
— 350.
350.00
E
EA
$ 9,800.00
$ 350.00
$ .500.00
1 '
_
8•" X 6"•REDUCER
PRESSURE TEST _ _
500:
CHLORiNATTON.
8" 'VCP _ '--
4" LgTERALS
NH
48" MAOLES ---
6"_CLEAN-OUTS Y; —
A1R:TEST
j00.00
$ 71,615.00
_ _
- - '1438' _
30
FT -
EA
EA
EA
_
16.00
I 23, 008.00
350.00
_
$ 10, 500.00
$ _ 8,000.00
$ 2,250.00
.5 ,
1, 600.00
3 '
750.00
-'
• 800.00•
1, 08b.
$ 800.00
_
JET -AND WDED _ _
$ 1, 080.00
$ 4S, 638..00
'
'.
-}
.
SEP. 11. 1998,, 9:00AM
NO. 7110 P. 5
Proposal
A- L -
UFlCERBFW3U 1Q 111C.
77-870 8p1"flold Lam, 800 S. Palm Desert, CA 9211
Proposal No MOM
shush "IL 1
suerttlttad To VAwk To Be Perkwin d At
Warns Ingo fIornes Strsel Desert Prlds
Street 1� . Anew Kw MY Lag!" stfs Ca
City LWAnd DwA of Plans June 20.68 � --
911111e Ca Art hi d I.I.D.
We hWWy propose to fUMM all the mstariais WW perform all the labor naoeaaary for the omrlptetion of
InstalW= of I.I.O. aanduit syOM to Iced Phast'1.3
comoodon
Unit Pelq
Ted!
S AT8
I.f. of TrerxA Sheft and DWIMIN
31a 446.00
9,334.
It d S' CarAM
025
-50
2,234
I.f. of I' Ccndult
i2.66
M.30
325
I.f. d Cafoete Encaaemerft
0.251=1
9S1.ZIi
2775
IA d Conduit
.76
.�1
2111
1.1. of ? Can"
CLSO
I
1
.w7 Vault
%375.00
376.00
3xW ftnw Pulbotc
87S.00
$8,M5.00
a
Trtrrbtttr Pads
i450.00
19 000.00
28
Secondwy Hs Ww"
.00
060.00
T and T.V. Place wane not Aval M@ at the
tlms this roes subm Md.
Builder tINaM
feels and roster.
All material
Is puanonteed to be as specified and the above work to
be perfa ned In swordance
with ffb dntwlrlps
and spedf c&iorls Submitted for above vift and completed In a wbMft woM, unlike manner for the sum of
Doll
Any altsrslbn ar devlmlon **M Mon spodflwdoM Involving a a =*%, wW be ■ocuted only upon wi tm or�0as, QM YAN
become and sWa drops over and above the astimal•. AN opvom" cc lunge tipan sfrilm sOcif ents or ddtm tteyour
eorrUol. 0~ to carry GM tornado and otter necessary► Insurance upon sbowe war Workmen's Compeneatioa and Pudic
UMIlly Inwwwe on abors work to bs taken out br H.R.H. Inwjronce.
Rea Seely submitted, OJL UedergMund, Inc.
A
This PropoMl may be wRtwrawn by us If not 000erAe -WWI days / "ter �'� •,""�'•••
ACCEPTANCE OF PROPOSAL
The above prloes, spedflcallons and oonditlons we setW*c xy and are her" sooepted. You are authorized to 0o the work 0
so odfled. Peymam will be melds as outlined obora
0
slgnstttre
algnstune