1289NOTE:.4
With proper validation 2
this form constitutes an
encroachment permit CITY OF LA QUINTA
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
November 19> 1991 Subdivision Improvement Permit — Class I II
DATE: Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION 78-250 HWY. 111
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Paving and. Concrete work Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION Per approved plans.
See attached conditions. '
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED '
APPROXIMATE TIME WHEN WORK WILL BEGIN 11/20/91
APPROXIMATE TIME OF
COMPLETION -ESTIMATED CONSTRUCTION COSTS 66,588 c
(Inciuding.removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacin and/or re lacin im rovements)
In consideration of the granting of this permit, the applicant hereby agrees to: ^
Indemnify, defend and'save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or'court action, and arising out of any accident, loss or: damage to persons or property "
happening .or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application..
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules a regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of is w .
Signa ure o App'icant or Agerlt
Pacific Building Industries .350 Fishar lava. Costa MesA, CA 92626 `
Name of Applicant (please print) Business Address Telephone No.
Rick Rowland r (714) 7550299
Name of Contractor and Job Foreman Business Address Telephone No.
507150 toga
�la3s; ?
Contractor's License No. - City Business License No.
Bannister & Associates GLS 1854949 W/C'PWC 061539
Applicant's Insurance Company Policy Number
F,EE& Subdivision Improvement Permit — Class I II�8M82-40 5 AL111 s�—AW7.64
Public improvements: 3% of estimated construction costs
• Private improvements: 3% of`estimated construction costs 128'x'
• t•
:Minor Improvement'Permit = Class IV: See attached schedule
y
Inspection Fee $
Permit Fee 1.997.64
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No
$_ 1.997.64
Received by Date
Recorded by
PERMIT VALIDATION
PERMIT NO. 1289
DATE APPROVED 1.1/19/91
EXPIRATION DATE
DATE ISSUED 11/19/91
By—
Administrative Authority
TELEPHONE: (619) 564-2246
-,i
10:
NOTE:
With proper validation
this form constitutes an
encroachment permit CITY OF LA QUINTA
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:
Subdivision Improvement Permit Class III
Ji' 19
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION 78 - Z SD 1:�1d HVa0y, /// .
Ti-�E G[-►FGrA>-tsE 4Es7,gtA2,✓ov7-
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION - AVI A/67 i CD"CAC-A- �Ati� Sketch (attach construction lana if
DESCRIPTION OF CONSTRUCTION
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ 15-8 E5
(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:
p appropriate)
%J,� /4f �rLo vEp �Z.onl S
Cc n/ 011/0 nJ S
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
&I/CIG 44 D/All ,in/Ousri9-/ES 3S-0 f'jS,*CR AVE Cos%A N9Z6A ,,4 9zo,Lb
Name of Applicant (please print) Business Address / Telephone No.
AlGk 4k/LAND. 1710 175*6--0299
Name of Contractor and Job Foreman Business Address Telephone No.
Contractor's License No. City Business License No.
_ Roxwls7xa e As -,c, CSL s lgs-fo�l9 Wle o„vc -P&/s3 i
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit -Class III
Public improvements: 3% of estimated construction costs i r
Private improvements: 3% of estimated construction costs f 2 3 U
Minor Improvement Permit- Class IV: See attached schedule
Inspection Fee $ PERMIT VALIDATION
Permit Fee l9 q7' 2-6
9
PERMIT N0.
Penalty -19-91
Cash Deposit -Surety Bond DATE APPROVED
if required EXPIRATION DATE
TOTAL: $ ;
DATE ISSUED /q - 9
Receipt No.
„ By
Received by Date Administrative Authority
Recorded by TELEPHONE: (619) 564-2246
NOTE:
With proper validation
this form constitutes an
encroachment permit CITY OF LA QUINTA
APPLICATION FOR PERMIT �
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)c,t,,
t.�
�aF TF[B9�c
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
j
and APPROVED SUBDIVISIONS
i
DATE: November 19, 1991 Subdivision Improvement Permit —Class III
LOCATION OF CONSTRUCTION 78-250 Hwy. 111 Minor Improvement Permit Class IV
I
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Paving and concrete work
DESCRIPTION OF CONSTRUCTION
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
Sketch (attach construction plans if appropriate)
Per approved plans.
See attached conditions.
APPROXIMATE TIME WHEN WORK WILL BEGIN 11/20/91
APPROXIMATE TIME OF COMPLETION—
ESTIMATED CONSTRUCTION COST $ 66 588
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, -defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
Penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable
La Oulnta and to pay for any additional replacement necessary as the result o pp cable rules
/ regulations of the City of
is wor
Y '
Pacific Buildin Industries Sig ture o App 'cant or Age t
350 Fisher Ave. Costa Mesa, CA 92626
Name of Applicant (please print)
Name of Contractor a
Business Address
Telephone No.
507150 Business Address �+
Telephone No.
Contractor's License No. >r �$3�
Bannister 6 Associates City Business License No.
Applicant's Insurance Company GLS 1854949 W/C PWC 061539
Policy Number
FEES Subdivision Improvement Permit Class III ,2 j 67
Public improvements: 3% of estimated construction costs I �051CA's � 57Q17ALi i1 19-9i
Private improvements: 3% of estimated construction costs 1997• b4
Minor Improvement Permit — Class IV: See attached schedule ' G Q "
i
Inspection Fee $
Permit Fee _1997 64 PERMIT VALIDATION
Penalty PERMIT NO. 1289
Cash Deposit -Surety Bond 11/19/91
if required DATE APPROVED
TOTAL: $997 64 EXPIRATION DATE
Receipt No. DATE ISSUED 11 19 91
Received by B
Date_ y
Recorded by Administrative Authority
TELEPHONE: (619) 564-2246
The following General and Special Provisions are attached to and made a part -of Permit No. ZZ_
8 1
GENERAL PROVISIONS
The following shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta right of way
ONLY. Whenever construction extends within private property, it shall be the responsibility of the permittee (or his contractors) to
secure permission from. abutting property owners. Such authorization must be secured by the permittee prior to starting work.
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, spelled, 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 La Quinta City Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration
of the project. The GIy shall be notified 24 Hrs. in advance of any traffic detours or delineations.
CARE OF DRAINAGE STRUCTURES: Any drainage structure including 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 ditches shall be replaced to their original standard or better. All excess material shall be removed
prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used
immediately after backfill.
DE -WATER 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 necessary.
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited
access for the adjoining property owners and emergency vehicles. In the event it isfelt bythe permitteethat he mustclose a streetfor
any length of time, permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The follwing shall apply ONLY when indicated:
NOTIFICATION: Permittee shall notify the City at 564-2246 at least 48 hours in advance of starting construction.
R2 CASH DEPOSITS OR BONDS: A cash bond or an approved surety bond in an amount of not less than $
shall be furnished in the name of City of La Quinta to cover all work involved in the restoration of the various La Quinta
roads and survey monuments. This bond shall be continuous until cancelled by the City Engineer. This bond must be
posted prior to commencement of any work on this project .
R3 UTILITY CLEARANCE: (Substructures) Priorto making any excavation within the City of La Quinta right ofwayauthorized
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.
R4
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.
R5
PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be
surfaced with 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 Cityof La Quinta Road Improvement Standards
and Specifications, Ordinance #461.
R6
PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be gradedto a slope of
1/4 inch to one foot (1').
R7
GRADES & STAKES: City of La Quinta shall establish grades and stakes for the proposed concrete curb and gutter
construction.
RB
GRADE CHECKING: City of La Quinta shall checkgradesuponreceiptofplanand profileand/or grades as established by
a lirensed engineer.
R9
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 removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
R10
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 2-1/2 inches of A.C. paving placed on ( ") of class
aggregate base. Driveway construction shall conform to attached drawing.
R11
CULVERTS: A inch diameter()culvertshallbeinstalledwiththeinvertapproximately1-1/2
inches below and in line with the existing flow line. Culvert installation shall conform to the attached drawing.
R1
SIGHT CLEARANCE: Sight clearance of 600 feet in either direction shall be assured and maintained.
R13
SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall comply with the
14
manufacturer's specifications.
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.
R15 .
E"'i"' t' `l''= ''. =; i "+` r` `.?".:'' r `•
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 maybe 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
r;:e;. ':be'
notified upon completion of replacement of all survey monuments for proper project clearance.
R16 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments shall be tied out by City
of La Quinta and suitable payment or guarantee of payment shall be made as reimbursement for all work involved.
R17 PAVEMENT CUTTING: Pavement will be mechanically 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 equiament
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 of traffic. Prior to final paving operations, any damage to pavement straight edge shall be
corrected.
R18 PAVEMENT CUTTING: Pavement shall be saw cut prior to removal. Prior to final paving operations, any damage to
pavement straight edge shall be corrected.
R19 LIMITOF EXCAVATIONS: Excavations shall be limitedto 1,000 lineal 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.
R2 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimentaltoits useforpurposes
of producing an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable (spongyor
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.
R21 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed in lifts of notgreaterthan
three feet j3'►and vibrated using vibrotamperor equivalent equipment. Alternate methods maybe substituted, but in any
case a relative compaction of 95 percent shall be attained within the structural section of the roadway.
R22 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 isto 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.
R2 COMPACTION TESTS: If so required bythe inspector, compaction tests shall be made at intervalsof not more than 1,000
feet and a minimum of one (1) 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.
64 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 asoutlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
R25 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 3,000 lineal 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.
R26 PERMANENT PAVEMENT REPAIR: After backfill and compaction operations 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 laterthan days after completion of
temporary road repair.
R27 PAVEMENT REPAIR: F.A.S.: Upon completion of backfill and compaction, a temporary patch consisting oftwo inches (2")
of cold mix paving (SC -800) shall be placed immediately. A permanent patch of three inches (3") of A.C. surfacing shall
be placed on six inches (6") concrete base as directed, but not later than fifteen (15) days after completion of temporary
paving. Concrete base shall be of five -sack mix and shall conform to the City of La Quinta Road Improvement Standards
and Specifications, Ordinance #461.
R28 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.
R29 SEAL ARMOR COAT: A seal coat consisting of an application binder and screenings shall be applied on all patch areas
where such seal coats existed prior to issuance of this permit. Seal or armor coats shall be applied as specified in Section
37, Standard Specifications, State of California, Division of Highways, dated January 1973. Work of pavement repair to
be accomplished by a licensed contractor engaged in the business of pavement repair.
R30 STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon
completion of permanent repairs.
R31 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 removed in sectionswhich can be handled safely without interferenceor 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 asspecified in the following paragraph. Where it
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 removatshall 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. .
R32 TREE TRIMMING:
a. Only the necessary trimming shall be accomplished to provide clearance of the facility for one calendar year.
All broken or weak sections within the trimming shall be removed.
b. Where it becomes necessary to restrict traffic, thework shall be restrictedtoa maximum of 500feet atany one time.
Adequate signs, flagmen, and/or barricades shall be provided to protect the traveling public at all times.
c. If tree trunks are partially outside of the City of La Quints roadright of way, permittee shall make his own
arrangements .with adjoining property owners for consent to the trimming in addition to the authorization provided
by this permit.
d All tree trimming on EVERGREEN TREES, PALM TREES, and other ORNAMENTALTREES shall be accomplished to
the satisfaction bfthe City Public Works Inspector.
e., 'Abuttinbe
g property owners sha 'contacted, in' all instances, prior to trimming or topping trees.
J f. Pruning shall, irvall instances,.be at the shoulder of the crotch to insure even, fast healing in all cuts of two inches
(2") and above in size. Sealant shall be applied to all cut sections as directed by the City Public Works Inspector.
ADDITION ----ENCROACHMENT PERMIT NO.1289----CONDITIONS
..R33 Survey monuments shall be.protected in place or
re-established pursuant to City standards and the State of
California Land Surveyor's Act.
R34 Work shall be coordinated with the City of La Quinta's
forces to preclude delay or interference with the City of La
Quinta's projects.
R35 Contractor shall comply with the local noise ordinance and l
construction operations and maintenance of equipment within
one half mile of human occupancy shall be performed only
during the time periods as follows:
October 1st to April 30: Monday-Friday.7:00a.m.-5:30p.m.
Saturday 8:00a.m.-5:00p.m.
May 19t to September 30.: Monday -Friday, 6:00a.m.-7:OOp.m.
Saturday 8:OOa.m.-5:OOp.m.
Work shall be prohibited anytime on Sunday and Federal
holiday.
R36 Traffic control shall be as per Cal Trans Traffic Manual.
Field.adjustments in detouring shall be accomplished as
directed in order to adjust to actual field conditions. It
shall be the contractor's responsibility to adequately
barricade and detour this site.
R37 All excavation at,or near the.travel way shall be backfilled
at the end of the work day, for the protection of the
traveling public.
R38 Street closures shall not be allowed at any time.
R39 A minimum of one travel lane shall be maintained at all
times with flagmen during working hours.
R40 Ingress and egress for local properties shall be maintained
at all times.
R41 Prior to work starting, Underground Service Alert shall be
contacted at 1-800-422-4133 and an "inquiry number" shall be
provided to the City Public Works Inspector.
;p1
Additional Conditions - Encroachment Permit No. 1289
Page 2
R42 All backfill subgrade soil shall be compacted to nothing
less than 90% relative dry density, all backfill soil within
the top 2' of finish pavement surface shall be compacted to
nothing less than 95% relative dry density, all base
material shall be compacted to nothing less than 95%
relative dry density.
R43 Concrete work and pavement sections shall be constructed per
approved paving plans.
R44 This permit is only for work within the City and its Right of
Way, any work performed in'the State Right of Way shall be
approved by CALTRANS.
24-
,- _
PACIFIC-BUILDINC,
1 N.- D U S T R/ E S
350 Fischer Avenue, Costa Mesa, California 92626
714 755-0299 FAX 714 755-0753
SUBCONTRACT CHANGE ORDER
f7 t-( IZOP/
Job Name: TUE f LIFFHOUSE. RF.STAUP NT Date: Q/13/9 . 1
T.a Qui nta, CA
Job No.: 0 n 5 5 Re -Contract No.: See Below
To: _T . H . T . CONSTRUCTION, INC.
393 West Athol Street, #4
Gan Rernardinn, CA 92401
Explanation:
Change Order No.:
Previous Contract Amount
Additions
Deletions
SCO 46
$ 112,975
$ 98,330
$ -n-
Revised Contract Amount $ 211,305
The following is to add to unur contract the work categories for asphalt,
paving and base, site concrete, Curbs and gutters, and on -cite sewer and
water Work is as follows -
Asphalt _
AcP al fi Pari �
ng - Work includes ��des fine grardi ng, 39 , 215 square feet @ 1 nth ner
square font Orr � --
srI-• re , aggregate. }pace for 39,215 square feet @ •35th per square
font, and 3r' snhalt Pavement for 39,215 square feAt rd SSP. per square font
Total cost 943.52-77_
Site Concrete - Concrete work is based on PRT quantities, but your unit
prices. Unit nri ce for r�trh and mutter Tyne A i s Vit; car lineal eal nnfi tTni
---- p n--- f---
ri
price fnr Ciirh Type T1 is �R _ 75 per font . The Orr concrete for drainage
r----
gutterc As t2.4n *per scivaro font. Quantities are: Type A concrete C>.irh,
620 if @ F T e n 1 S f @ tR 5, Orr raging for drainage gutters,
-- :rP- -� S2- l- T--7-
1 800 sq. ft . @ $2 . 40 . We r ve al sn, incl »rderd ? ceconrd move -in fnr the curbs.'
if' required at $$nn. if the Second moire -in for concrete curbs i . i- L2ceri
we will deduct $800 from your Contract. Total site concrete is 2305
• Sewer and Water Improvements - Mork includes all sewer line, qn plug'
an
y
Polline sewer lateral/.911 to all irCPv, two sewer manholes. For ,water
improvement it includes both Fpr and $rrwater line, f,r'x All T, f3'rX 22bO ?pend
8"x Err reducer, 6" gate valves, two fire hvdrants, 211 service W-11, two
detector check valves, two post indicator vralvec, Siamese connection, and
necessary vault's. Total cost for Water and seiner $311,742.
(Continued)
The work covered by this order shall be performed under the same Terms and Conditions as that included In the Original contract.
CHANGES APPROVED: Date:
PACIFIC BUILDING INDUSTVIEs
J. H _'t' T. CONSTRUCTION,. INC.
By' AL STRABIC,. Executive. Vice President
�z --iT CONSTRUCTION (Continiiatinn ghPet) $rn .4g
PT.VACE NOTE: There is a possihil i v that-- Pari fi r Bui 1 di nr Tnriiictri eS wi 1 1
ho ahl o to nrnvi rlo nno n_f tho firm hvrjrants whirh wa aro currently iici nn on
site. Before you orriar vonr material nl
a--aaco royr�iow with Rirk gnwlanif
•-- -- --- ---
so, we need to work a credit fnr this firo hvrlrant
Total this ccngs�; gin
Fnr PRT accounting nilrrncoc only the following owing r_nst cores aro „seri al onrT
with cost breakdown*
Site Concrete
)Anl•1
tr.
Cita Utilities
2781-1
t1F
nnn
Paving
2500.1
$381848
Earthwork
22nn
1 tin
nnn
AIA Change,orrler
snnna
1 t1g.,Ang
Please Initial
PRI
t
_THT
3