4014NOTE:
Wfh 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
Subdivision Improvement Permit — Class III
DATE: 10/29/03 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION 58th Street, La Quinta
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Sgwor & Wsttav Li'not Cona tructi.on Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION InAtAll *See Attached Spacial -Co uditionoillt
DIMENSION OF INSTALLATION OR REMOVALFxnm hin"s I AtA i) ��� ..� �: - �,� a. •. +�.••�e ;t
Wont 2000' on Ave. 58. 4' vUe & 2000' Iona,— hewer � C�<, � e
SIZE OF EXCAVATION, IF NEEDED :
APPROXIMATE TIME WHEN WORK WILL BEGIN 11/12/03 �,^ ' t` f�C },
�} 1�inac`�Fa '1�+
APPROXIMATE TIME OF COMPLETION 10 %nVA v,`f.4,-\ ^"t +`
ESTIMATED CONSTRUCTION COST $ 176. 2A0.00
(Including removal of all obstruction, materials, and debris, backfiIIing, com—
paction and placing permanent resurfacing and/or replacing. improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend• and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all app•Iicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work. / f
Sign
or Agent
Ted Burton's Underground. Inc. 238 Maple Ave., Beaumont, CA 92223 (909) 769-0647
Name of Applicant (please print) Business Address Telephone No.
Name of Contractor and Job Foreman
781050
Contractor's License No.
Applicant's Insurance Company
i'taole Ave., Beaumont, CA
Business Address
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 $ 5, 290.00
Permit Fee . 100.00
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
Received by
Recorded by
$ 5.390.00
Date
City Business Lice ,
72RGP141t
Policy Number
' 3'('9 —Zj 2-3854
b ne,No. !jam
°.
r ' 4014
PERMIT VALIDATION
PERMIT NO. - '40 I4
DATEAPPROVED II' 1fl103
EXPIRATION DATE �� I �CA
DATE. ISSUED
By
Administrative Authority
Telephone: (760) 777-7075
PERMIT NO.4014
Ted Burton's Underground
In addition to the standard permit conditions, the following shall apply:
1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § .1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For Public
Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. Mr. Steve Cameron, hereinafter referred to as "Permitted", 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 shall be performed only during the following time
periods:
October 1st to April 30: Monday -Friday* 7:00 a.m. to 5:30 p.m.
Saturday 8:.00 a.m. to 5:00 p.m. N /n/93
May 1 st to September 30:. Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays -and Sundays.
5. Work within 500 feet of a signalized intersection.shall be performed between the hours of 9 a.m.: 3
p.m: Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact
the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at
the intersection is to be altered in any way.
6. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
Permittee shall assume responsibility for repair of any pavement damage to any public or private street
and for any damage to other City streets or facilities as a result of work,performed under this permit.
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 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 b6 the Permitted's
responsibility to appropriately detour and barricade all construction sites.
Special Conditions
Page. I of 5
!�F
PERMIT NO.4014
Ted Burton's Underground
Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street
closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be
maintained at all times.
8. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated
excavation which impact .City facilities, including but not limited to traffic signal conduits and loops,
irrigation lines, electrical conduits, and storm drain facilities.
9. Should additional work, materials, or modifications of the work be required in order to meet City
standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be
performed by the Permittee as directed by and to the satisfaction of the City Engineer, at no cost to the
City.of La Quinta.
10. Pursuant to Section 14.16.370 of the La Quinta MunicipalCode (Ordinance 10 § 1 (part), 1982),
backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition.
of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified
herein.
Native material may be used as 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, onsite, at all
times during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such
material shall be removed to the limits directed -by the Geotechnical Inspector and/or the City
Inspector and the resulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to or, maintained at appropriate moisture content . •for
compaction. The appropriate moisture content range shall be established at :the onset of the
project and ensured prior to use of the materials through progress testing on the stockpiles.
C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector: .
Compaction shall be tested at random depths at approximate three-foot vertical intervals as
Backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth
of lift that can be compacted.
Special Conditions Paget of 5
PERMIT NO.4014
Ted Burton's Underground
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project.
E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill,.per 300 linear feet of open trench, at randomly selected locationswithin the open length
of trench. .
F. The depth of the randomly selected compaction tests shall also be randomly selected except that .
where multiple tests are required in a given length of trench, the tests shall be no closer than three
feet (vertically) from each other.
G. If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of -trench) which,is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test
results shall be furnished.to the City.Inspector.
11. All excavations within City of La Quinta .right-of-way shall be backfilled,, and temporarily paved if
within the existing travel way, at the end of every workday as directed by and to the satisfaction of the
City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that
which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight,
however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length,
open overnight at a point where construction will begin the next day, provided that this length of trench
is completely covered by steel plating.
12. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
13. Access and egress to all local properties shall be maintained at all times.
14. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10- § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the completion
of the work. Permanent pavement replacement shall conform to the following conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be, straight and clean. .
B. Permanent pavement replacement structural section, within all trenches, shall be 0" thicker than
existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed
miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the. Standard
Special Conditions Page 3 of 5
PERMIT NO.4014
Ted Burton's Underground
Specifications for Public Works Construction. The replaced pavement and base material shall be • .
compacted to 95% relative compaction and :respectively tested, for each 300 linear feet of trench.
Verify exact structural replacement section thicknesses with the City prior to installation.
C. Permanent pavement replacement shall be installed using'a City approved,'/4" max medium
asphalt concrete as the base course lift and a City approved''/z" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in.place during the
trenching operation located adjacent to. the trench saw cut shall be cold -milled to_a depth of 010
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000
asphalt concrete mix. The width of the cold milling area shall be as follows:
• For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut
removal lines.
• For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to. the lane line striping, whichever is greater.
• For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
i
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of/4" max medium asphalt concrete shall be installed from saw -cut edge to
saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left
0.10' low in anticipation of grinding and capping.
F. Any existing lane striping or any existing detour lane striping affected.by this resurfacing shall be
replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer.
Affected traffic signal loops shall be removed and replaced in kind. The' finished pavement
surface shall be smooth, consistent, and shall conform to the surrounding grades.
15. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed
under this permit with an approved dust control treatment. Soil stabilization shall be done immediately
after completing the operation.
16. Pursuant to Chapter '12.56 of the La Quinta Municipal Code (Ordinance 10 § 1(part), 1982) the City
has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets
not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a
restricted street if making a;delivery or pickup on the subject street, or if this permit specifically grants
permission to use the street to deliver street construction materials and/or equipment.
17. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
Special Conditions 4 Page 4 of 5
City of La Quinta
The following General and Special Provisions are attached to and made apart of
Permit Number 4014
The followinq shall always apply: .
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way
ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission
from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved
surface unless fitted with. smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving
during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contract or if the pavement is marred; City of La Quinta shall request that these portions of road be resurfaced
over their entire.width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The'City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or
cut existing drainage structures, City of,La Quinta shall be notifiediprior 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 OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the
responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for
the adjoining property owners and emergency vehicles. In the event it is felt,by the permittee that he must close a street for any length of time,
permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 of least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) -Prior to making any excavations within the City of La Quinta right-of-way authorized
by permit, the permittee shall contact all concerned utility companies relative to thelocation of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
permittee.
® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with ( ** N/A ** ) inches of A.C. paving placed on ( "" N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an
"R" value of not less than (** N/A **) and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
❑ R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch (W) to one foot (1').
❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb. and/or curb and gutter ('* N/A "*) feet shall
be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb; matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
❑ R8 DRIVEWAYS: A.C. driveways shall.be constructed as not'to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be two and a half inches (2 %") of A.C. paving on ('* N/A **) of.class (** N/A'* )
aggregate base.
® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
Citv of La Quinta
' 0
® R11 COORDINATE WORK: The' proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
® R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City. of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any .
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
® R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent,(90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or, flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
® R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the placement of the temporary pavement exceed a five (5) day limit.
® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 3 ) inches of A.0 surfacing placed on a ( 6 )
inch ( crushed ) aggregate base shall be placed no later than ( 7 ) days after completion of temporary road repair.
❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon
completion of permanent repairs.
❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished
by'a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It
shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The
stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes
necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate
signs, flagmen and or barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or
equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method.
Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California,
dated January 1973.
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NOTES -A.; ALLTRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL -BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'{CALTRANS)
' MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES!,
2.,TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED.' ADDITIONAL. TRAFFIC CONTROL, MAY BE'REQUIRED TO -FACILITATE PUBLIC SAFE
TYAND
TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA UINTA'REPRESENTATIVE.; _ _ , w �� ` I speed Lhnit
O ,. r .. 55 •'
3: THROUGHOUT,EACHWORK PERIOD,:CONTRACTORSHALL'INSPECTTRAFFICCONTROL'(SIGNS; BARRICADES AND DELINEATORS)AND,MAINTAINSAME IN'
_ +
' ACCORDANCE_y' — *• _ `-k ProJedlVame M t,
r.
WITH TRAFFIC CONTROL PLANS: ,_
CONTRACTOR SHALL MAINTAIN-A'MINIMUM 10' TRAFFIC'LANE WIDTH AT ALL TIMES' 'THERE''SHALL BE A MINIMUM 2'.BETWEEN THE EDGE "OF"CUT AND THE' '{A =,,.: '•I ► r
nstall Sewer Line for Madison Estates �. s
NEARESTTRAFFIC LANE. ` g r 't . ry �•' _ ».:`; - Primecoetm,xor JmftCoftdCcntractw
Ted'Burton Unde round ` Mops N Barricades, Inc
• ,5.'ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. a ;> , ~ • - t
THI'S TRAFFIC.CONTROL SHALL BE IN PLACE DURING WORK. HOURS ONLY. AT- END OF THE WORK HOURS THE ROAD'SHALL BE CLEAR OF.DEBRIS AND ;r 5 = .'.i ftn Prepamd B9 Besedon %nderd a -`
RETURNED TO NORMAL: (800)852-TOPS r Ron Fifield CALTRANS,T
7.'THIS IS ATYPICAL AS THE MAY NEED TO MOVE FURTHER ALONG THE -ROAD OR TO THE OPPOSITE -SIDE.. THE CONTRACTOR WILL ONLY CLOSE TiiE SECTION OF.THE 4 �•� Y: '+ -` Sneet Numoer Date _. _ - • Pem�It Numt w z �`
oR IN - ' - '. To Be Issued.on'Approval
LINE THAT HE WILL BE W K G ON EACH DAY. '
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- 4 ' iJ ROAD \ n = C'38 `' \ ROAD
AHEAD
CONSTRUCTI
AHEAD
CONSTRUCTIO
REPARE. 6lUSL
z STOP ma, a
MADISON ESTATES . �wSEo R, ; EXISTING
' - ,: tT V • - �• ' t # E 1 d�500 IFT
4. /' 500 FT 5 FT '
J.
3 . A ox. 300 ft --��
f '� C C7CT==C=CGCr�C7Q\j��C�C1
^�.1 � a �5� r-= � cr r-• � � ��: a� � �Q1���•�+�<��� �, �: � Ycl"�`�=-�=' �_, r.-� �-�—,_�-��y r� c-�—�:,,� :, �,. � r � c- �_;, ^ � - �, -
J J - \
500 FT: 500 FT' 500 FT
o 45
KEEP
C-18 C.9A -36, - RIGHT
VV'�E nC-18FRODAD
• - . ' • • Y ,. � . Y ' - '� T',a" a - lJ.-\> s, ir'• � � .AHEM - •• � ,
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) ! ? r
MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES.
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND ,.
TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. . j °_V ve° ay °are spew Unit
3: THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN 55
ACCORDANCE WITH TRAFFIC CONTROL PLANS. ,Y , _ Pr*c,Neme r ;
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' TRAFFIC LANE WIDTH AT ALL TIMES.a THERE SHALL BE A MINIMUM 2' BETWEEN'THE EDGE OF CUT AND THE Install Sewer Line for Madison Estates
NEAREST TRAFFIC LANE. • .. _ ' `• - -i ' Ted Burton Underground Tops N Barricades Inca
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. -
' 6.. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND,' - �1D1B Prepared BesedonStw*rd
RETURNED TO NORMAL.. ' r ' . t' k � , v (800)852-TOPS •Ron Fifield -CALTRANS T-13
Y T THIS IS A TYPICALAS THE MAY NEED TO MOVE FURTHER_ ALONG THE ROAD OR TO THE OPPOSITE SIDE.' THE CONTRACTOR WILL ONLY CLOSE THE SECTION OF THE • , SWW Number Date, y, - Pena Number
- LINE THAT HE WILL BE WORKING ON EACH DAY. ` - • - ' ' ' • 1'' 11 /5/03 To Be Issued on Approval
NOV.05.2003 11:52
919097697137
TED BURTON UNDERGROUND
#2995 P.001/001
FROM :. SOUTH POINT
- - /
FAX NO. : 1 7603453266
Oct. 30 2003 08:2313M Pi
NOTES
1MIA Pow vtltdttlow
thb term craft'" aft tt► en CTtiv OF CA pU1NT�►
tduricat P"ir APPLICATIO" FOR PEAM�
PUBLIC WORKS COM7jtVCTION 1EMMOA+CNMEKT/
SU8DIV1
For the Olmvl im Of Pub"o Or APP
olNifr WrW, drlu+wM• ptr�ntwq. ttd.wallct, Polk" bti. ttw Main,
o� Ilko t�1k We*'In�rOT�d (� �wtpbllwtAYINOR IMPROVEMENTSondROVED 01V►SIGNS _
�rltbn lmplolnmart PyRnit - CNn HI �..�'--
�U ��� VJ MIwOrIm ovgMM,PermltCteuIV
DATE: i�eT
LOCATION Op GONSTRt7GTION
urina da.s a puorlvAM of �•v"+ cI � . r- � __ � � ekOtdl Ittpol Oautruetbn PIam.U.avPr�d�l_�,. • -
ou 1pos OF 9DN RUCTION 1\Dc\Cl f0C
I_.� s c. e - �
OE8f�8!!➢'TION OF•C NSTRUCTION I {l¢ it p r,t-5\, u; i c� �•� `:� `~ • _ r�
1r h
IOF
r i
Alf MIMATB TM OR ORATION
BWPAF,TED CONtl:TINCTPOM COT III
d+� apd drOrR OtdlfWlnfi p0O1'
a1r IEtppgl'01 WA owflil, Pei M �d/a hpkPirQ
p.r1f}t ON yvRdtlt
�ICi't' oY'
e Wye �r 1 5CA,,-•
N3)
5S _� M�-c' s
A �• I.k G..r.�J Gr 3 �
In ea dtrtli011 QJ ttrt tlr�^w9 0: Out �v/wo Rtlartw IYw� tNd a+m or
ald MI
a�C.w1►..•NMwd'tM .ww M tdtf. 7b aHlwetd t1' �, No or drnP m 0 or P/OW►
re�dtll, r tall riood" ft- opw M �� vw*m owwmt a Tk omvmd"-
q�lh or vnewbg w t Oar rsntll as Q+v to Allw vAa M wa•'�
Moat/ ow /MFlloS0ltro AYa..M b or kilt rwlnh lw0l�ltM wrtw rt0 rlgsrrMM W 00 Off W
Calrwlf rtR1A r pN a a* me' /fly
(� or» .M tv aw kr wR .danr.•.I G iI
city Owtntu lJ— Ift•
ilam»
gpplk nt s tmumfm cow -W
FFt'+9: 9ubdlWdarl Imprewnrwt F.tendt — Wttt Ilt
Wbllfbrlpreremorltri�i7t,oT�ilUw�adaon>,vvdU000trttl .
MMor hwYrol�Zlt - ►arrwlt — Ctoe N: Iiw tttllahod toht"
Z(� 7..� �_� yE1Wl VALIDATION
Impotown Fee $ —
Nrmh Fw PERMIT NO,
fsl11I11r DATE M Rpvso
0WIRATION DATi
If /pDbd
TOTAL-1 !, R OATS OWED
"saw
w t+lv. h . Admintl0ra AtltllurM
"'W'w try
Rtoortlyd br
• , T6loptlatle': (fBd1 m-7015
NOV 0 6 2003
PUBLIC `�'
-3D'AS?
D47
51ev.- d-7,:�- 0y,;3
South Point Construction
Attn.: Steve Cameron
Re.: La. Quinta Project.
Addition to Contract
Retnuve Existing Asphalt & Tratlic Control.,
October 30, 2003
Ua �
C,nnder Lump Sum: — $ `3,/0,00
�tvuig 100 'Pons. $ 65.00 Ea — $ ..,UU
Additional traffic Protection Lump Sulu: — $ A00.00
TOTAL INCREASE: $ ,10-00
PROPOSAL GOOD` F'OIi 30',DAYS FROM ABOVE DATE
NOTE: EXCLUDES REPLA(."r+,IVIENT OV MATERIALS- AT LIONS GATE EN -PRANCE AND`7-"
PERMANENT PAVING. .
'"EXCLUDES"*
Engineering, inspection Fees, Road Closure if Necessary, Water for Compaction' Purposes, All Compaction
TestFees, Any and All Permits and/or Fees, Any Permanent Paving, Removal of Rock from Site, Removal
cal' Excess Spoil from Site, Removal cif' excess and/or existing Asphalt from Site, Temporary Pavement is
maintained for 30 Days Only from the day of instal latio.a* .
***ROCK 0 AtJSE***
At any time during normal excavation fir utility lines should TED. BUR'FON'S UNDERGROUND, INC. .
encounter undiggablc soil, (50' X' 4' X 2' wide cannot be excavated within One. (1) hour with a 655E
Ba.ckhoc), Contractor agrees to pay TED BURTON'S UNDERGROUND, INC. $ 95.00 per hour OR
.supply any necessary equipment sufficient enough to remove any, and all undiggable materials.
**NOTE***
ANY ADDITIONAL. MOVE ON. WILL .REQUIRI-; AN ADD1116NAL MOVE ON CTIARGE. ONE
ADDITIONALLY INSURED, ANY MORE '111AN ,THAT WILL, BE AN ADDITIONAL CHARGE OF
$150.00 PER ADDriiONAL. TEMPORARY PAVING MAINTAINF.D ONLY FOR 30 FROM DAY OF
INSTALLATION:
238 MAPLE AVE. BEA t 1 MONT, CA 92223
PH(.)N1 : (909)769-0647 FAX: ('909)769-7137
£TO'd ZTO£# CIWIMIOUCINn HOIdng GZI L£TL69L606T6 ZT:£T £OOV90'nOH
LFj UUZIUU a
I
Building and Safety Depadment Approval:
I. "mess Name: —
DBA:
2. Business Address:
3.
Malling Address:
E
SAtiet
CRY, State Zip Code
4.
Business Phone; Fax Num ber.
5..
If Corporation or Partnership, Tax I.D.#.'
153. 061 C)L4 (a q
0-
If IrKfWlduW Owner, Social Security #.,
7.
Name of Owner or Officers and TAle:
emu
8.
Corftotj4ame: C+4&'ZLLG� WHYqugtl
pe-7Vb T,'&AQ-TDr4,5,9
.9.
Authorized Pomona to algn Permits:
I
Decals l.wed, Vehicle Ucense Number
Oemd Nufter (Finance Dept)'
Q 12= baff JUJEdba—a J611MME E35ME Cr
A. State Contractors Ucense Number 7 IS 1)
C. Clawificaton: (A, a. C53 M.)C,1'2 CW
Fees: AorMckatanwagn �C_Cla
I Hereby Certify that all the information supplied by me is axrect and any . I
Govemtnent have been Issued to me and are In full force and effect
nature: 10
Title: Date:
03
0629
1
B. "Explivilon Date:
C tAt Y
�4zeqouw or �mva--m�
ad
nses required by the County. State, or -Federal
j)v LA QUIN517A
.jFLMA4.r-E
ETO/EOO*d ETOE#
CNMUOURaNn MOlUng ass. LETL69L606T6 OZ :CT EOOZ'90*A0N
f
TED SURTON'5 UNDERGROUND •INC.-
PHONE: (909)769-0647 FAX: (909)769-7197
FACSIMILE TRANSMITTAL SHEET
TO: FROM:-
F-Icather. Kellar .
COMPANY.VATR,:
WC NWRR '1UTAL 40. 6r. ,' PA-(INCLUUINU COVER:
PH Ni+. NUhnlr+.& SLNDRR'S ItEPERU•NCE NIIMMA-
YOUk Rr7.rEf }SNCP, NUMBRR:
URGENT FOR RFV(t.W ❑ PT.► ASE. C(jMMj- C Q'l°LLAS►+ ttCPI.Y IJ PLI ASL� RI'•(=YCLT-•
N OTHS/ r.OMMrrI r r:
l
I
238 MAPLE AVE. BEAUMO'NT, CA 92223
600/TOO-a 9TOE# GNnOU!:)USGNn NOIEnS GSs LETL69L606T6 CE:ET COOZ'90*AON
JoUiNDq IN
SANTA ROSA DFVEL0PMF;N3 I.LC
ATTN_: STEVE CAMERON �•��`S`"
b�Q WATRR PROPOSAL ---ON SITWOFF SITE
TLtACT# 30487
SEPTEMBER 29, 2003
' 8„
DIP
HYDRANTS (WETBARRF.I,)
1,165'
4
u,
$
39.0U Ea. _
$
45,43.5.00`
22.50 BEAD
�.
$
2,700.00 Ca =
$
10,800.00..
I
33
, (?
$
150.00 Ea.
$
1.50.00 "
1" L,ANDSCAPE SERVICE (NO 13UX)
1
(«)
$
4s0.00 Ea. —
$
1a,aso.00
SLEEVE MEDIAN (28')
1
@
$
650.UU Ea. _
$
650.60
8" FIELD LOC"S
10
@
$
1,690.00 Ea. —
$
1,690.00
8" B.O.
-
@
$
200.00 Ea.
$
211000.00
18" DIP �
31i2' �
@
$ .
$
,_
1,100.00 t �a. �
$
2,200.00
18" TEE@
77.00 Pa. _
$
27,874,00
1 �" BUTTERFLY VALVES
1
2
@
$
795.00 Ea- —
$
795:00
18X6" REDI_JCER
2
L
$
3,900.00 Ea. _
$ ,
7,800.00
2
(c�
$
600.00 Ea.
$
1,200.00
18" FILI,D LC)C GASKETS
15
- @
$
495.00 Fa. _
$
990.00
CHLURINATF, DF.C:HLC�I2INA'TE,
� @
$
400.00 Ed. —
$
6,000.00
TEST &, FLUSH
MOVE ON
-I'Limp SUM _
$
2,990.00
1,350,00 Fa. —
$
1,350.00
TOTAL: $ 126,774.00
NOTES:
#1 DEVELOPER TO CUT STREET AND REMOVE EXISTING ASPFLAI,T PICIt PLAN 2U' WIDE WATER LAVE: OVF,:
#2 DISTRICT TO DO IIO`l' TAP AND IS- CROSS AND 4 BUT'I'ERF'LY VALVES PER PLAN.
#3 TRAFFIC CONTROL, UWGINEERING, W�AUIR FOR CONWAC"I'IO
DEVI4;LOPER N. TO BE I)oN]E SY
30 DA``,
Engineering,inspection Fees, Svvecps or Segments, Road Closure if NeccasAry, Water for C.'om sac
t hou purpose
238 MAPLE AVENUE BEAUMONT, CA 92223
PHONE (909) 769-0647 / FAX (909) - 769-7937
fi00/Z00'a 9TOE# CNnoUMMINn Nolung CSZ L£TL69L606T6 C£:£T £0OZ'90'AON
i
-Ail Compaction Test Fees; Any oir A1l,Yermits Fee l
x, Hauloff Excess Material or S oil .Traffic C
P , Control Ylan;
Any Permanent Paving, Removal of Kock from Site, Removal of Existing .Asp
Spoil from Site. halt from Site, Removal of Execs.
At anytime during normal excavation for utility lines, should TIC D BURTON'S UNDERG'ROUNl),1NC., come
upon undiggahle soil. (50'x4'x2' wide cannot be excavated within one (1) hour with a 655 E. bacichoe)
contractor agrees to pay '('ED BURTON'S UNDERGROUND, INC., $95.0-0 Per Hour. Or supply any accessar
equipment sufficient enough to remove any, and all undiggabit materials.
Any additional move on will require an additional move on charge. One additionally insured, any more than-.
that will be an additional charge of $150.00 per additional. Temporary paving maintained for 30 days only
from day of installation. THANK -YOU
TFT) BURTON
238 MAPLE AVENUE BEAUMONT, CA 92223
PHONE (909) 769-0647/ FAX (909) 769-7137 .
too/E00'•a 9TOE# aunOUOUGun unsung asi LETL69L6.06T6 EE:ET EOOZ'90'nou
TED _B UR TON'S UNDER GR ® UND, INC.
TR U
SANTA R.OSA DEVELOPMENT, LLC � � SEYIE N,1BER 29, 2003
ATTN.: STEV E C:AM RON
SEWER PROP US UN SITE
TRACT#3 7
8" VC.P.(NO SPECIAL BEDDING OR COVER) 1,146' (u,) $ 20.50 Fa. — $ 23,493.00
MANHOLES 4 $ 2,495.00 La. _ $ 9,980.00
LATERALS 33 (ii) $ 595.00 Fa. _ $ 19,635,00
MOVE ON 1 $ 950.00 La. — $ ' 950.00
CAMERA, TEST, WAYNRBALL � (ic), $ 1,965.00 La.. = g 1,965.00
'ro,rAL: $ 56,023.00
NOTE: PROPOSAL BASoRD ON DOINC OFFSITZAT THE.SAME TIME AS
*w-kP OPOSAi. GOOD FOR 30 DAYS FROM ABOVE DATF.***
11'"EYC:LUDES"*
Engineering, Inspection Fees, Sweeps or Segments, Road Closure if Necessary, Water for Compaction Purpose
All Compaction 'rest Fees, Any or All Permits Fees, Haul off of Execs's Material or Spoil, 'Traffic Control Plan,
Any Permanent Paving, Removal of Rock from Site, Removal of L+'xisting'Asphalt from Site, Removal of Excesi
Spoil from Site.
""ROCK CLAIJSE *
At anytime during normal excavation for utility lines, should TED BURTON'S UNDERGROUND, INC., come
upon 'undiggahle soil. (50'x4'x2' wide cannot be excavated within one (1) hour with a 655 E. backhoe)
contractor agrees to pay TED BURTON'S UNDERGRO00, :INC., $95.00 Per flour. Or supply any necessar
equipment sufficient enough to remove any, and all undiggable materials.
**NO'l'E***
Any additional move on will require an additional move on charge. One additionally insured, any more than
that will be an additional charge of $ 150.00 per additional. Temporary paving maintained for 30 days only
from day of installation. THANK-YOIJ
TED BURTON
238 ,MAPLE AVENUE BEAUMONT, CA 92223
PHONE (909) 769-0647 / FAX (909) 769-7137
6000 00'd.9TOE# QNnOldO CINn Nosing a21 LETL69L606T6 EE:ET C00Z'90'A0N
/06/2003 17:03 FAX 7607777155. LA QUINTA PUB. WKS.
[a 001
*** TX REPORT' ***
TRANSMISSION OK '
TX/RX NO 0819
DESTINATION•TEL # 919097697137
DESTINATION ID
ST. TIME 11/06 17:,09,
TIME USE 00,16 }
PAGES -SENT 1
RESULT, OK
CITY. OF LA QUINTA
PUBLIC WORKS/LNG I N E E R I N G
78-495 CALLS 1'AMPIC0
L-A QUINTA, CA 92253
FACSIMILE TRANSMITTAL•SHEET
TO: FROM:
STEVE KAMERON Anthony Colarossi
COMPANY: DATE:
•TED BURTONS 11/6/2003
UNDERGROUND
FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER; ,
909-769-7137 1
PHONE NUMBER SENDER'S PIIONh NUMBER:
760-777-7089
RE: SENDER'S FAX NUMBER;
W&S AVE 58 PERMIT 760-777-7155
❑ URGENT ❑ FOR REVIEW ❑ PRR YOUR REQUEST ❑ PLEASi: REPLY ❑ PLCASE RECYCLE
NOTES/COMMENTS:
Hi Steve, .
I looked for approved street plans along ,Ave 58,and we did not approve any street plans yet
in the vicinity where you will be installing the sewer and watex line, This means that the road
will not be built for quit awhile, possibly 2 months after the scwcx and water have been
installed. So, you should submit an estimate for regular loot asphalt in addition to temporary
ac if'you will still be using temp ac.
I tried to get in touch with you, by phone but I don't hear you.
Thanks Tony.
4!
CITY OF LA QUINTA.
PUBLIC WORKS/ENGINEERING
7 8- 4 9 5 C A L L E TAMPICO
LA Q U I N T A, CA 9 2 2 5 3
FACSIMILE TRANSMITTAL SHEET
TO: FROM:
STEVE KAMERON Anthony Colarossi
COMPANY: DATE:
TED BURTONS 11 /6/2003 . .
UNDERGROUND
FAX NUMBER: TOTAL N.O. OF PAGES INCLUDING COVER:
909-769-7137 1
PHONE NUMBER: SENDER'S PHONE NUMBER:
760-777-7089
RE: SENDER'S FAX NUMBER:
W&S AVE 58 PERMIT 7607777-7155 '
❑ URGENT ❑ FOR REVIEW ❑ PER YOUR REQUEST ❑ PLEASE REPLY ❑ PLEASE RECYCLE.
NOTES/COMMENTS:
Hi Steve,
I looked for approved street plans along Ave 58,and we did not approve any street plans yet
in the vicinity where you will be installing the sewer and water line. This means that the road
will not be built for quit awhile, possibly 2 months after the sewer and water have been
installed. So, you should submit an estimate for regular hot asphalt mi addition to temporary
ac if you will still be using temp ac.
I tried to get in touch with you by phone but I don't hear you.
Thanks Tony
MAILING ADDRESS: P.O. BOX 1504 LA QUINTA, CALIFORNIA 92253
TED RILRTON'S UNDER GRGIIND, INC
S
South Point Construction
e November 6, 2003
Attn.: Steve, Ctmerou
Re.: La Uuinta Project
it.E�V7. SLn
'r-'' 1'liUP04A1<, UN-till(10FF-
WATERSITE
OFTSITE
T GV 600.00 Ea.- $ 600.00
.""n1Y ] SU' (w; $ 25.00 Ea. _ $ 3,750.00
6" DIP 6' (a; $ 17.00 Ea. _
$ 10.0/
61'.AC} 3 @ $ 1,200.00F.a - $ 3,60
0.00 1/
I'lE I 1 (? $ 950.NU Ea. — $ 950.00
18" Water Line 1,320' @ $ 33.00 FK., $43,560.00
18x6 RO 1 (i $ 250.00 Ea. — $ 250.00
18x18 Tee 2 @ $ 125.00 Ea. $ 250.00
18" BFV 13 4 $ 125.00 Ea. 3 : $ 1,625.00
18" Restraints 18 @ $ 600.00 Fa. - $10 800.00
Tral'lie Control 4 (u� $ 600.00 Ea. — ,
,400.00
ONSI'l'E 6 -71 1,50
12" Water Line 1,061' (u, $ 25,00 Tia. = $2 500.00
4" BC) 1. (i $ I,1SU.OU Fa. _ .$ 1 50.00
8" Water Line 4,196' 41) $ 19.00 Fa. $79, 24.00
12" GV 9 (4) $ 1,450.00 Ea. — $13;0 U.0
8" GV 12, $ 650A) La. — $ 7,$ . 0
Fire Hydrants 15 (c7" $ 3,550.00 Fa. $53,2. 00
2" Services 76 (R) $ 490:00 Ea.40. 0
3" SM 8U Sleeves 47 @ $ :3.50 F.a -
$ 164. 0
Clean, Test, Chlorinate 1 (d; $ 3,300.00 Ea. - $ 3;300.
..C1tACT 42"64
Remove existing/install 1 (a) $ 600.00 Ea. — $ 6'0*06
8" DIP 490' ( $ 19.00 Ea. _ � �1,
Super Hydrant 2 (ail $ 1,950.00 Ea. .� $ 5,9
1.51' Landscape Service 1 (,� $ 450.00 Ea- T $ 45 00
1" Service 4 (ix, $ 350.00 Ea. — $ 1,4 . 0
Move on 1 (r7�, $ 1,550.00 Ea. _ $ 1,550.0
TOTAL: $309,275.50
PROPOSAL GOOD FOR 30 DAYS FROM. ABOVE D,6TP,
238 MAPLE:, AVE. BEAUMONT, CA 92223
PTIONE: (909)769-0647 FAX.:-(909)769-7137
Z00/T00'd Z.b0£# QN110'dVE2G n AIO,VIE CZ1 L£TL69L606T6 tZ:£T £OOZ'LO'AG11
11/07/2003 15:44, 7603987743 F&F GRADING INC -PAGE '02
P.O. Box 1487, La Quiv s, Ca.. 92253(760)398-5530 t~a.Lic#727 fl44 Az.Lac#d 19261 a
No.
PROD OSAU Date. 03-13-03
Sheet No.
Proposal t Work To Be Perfozmed At:
Name SOUTH POINT CONSTRUCTION STONE CREEK RANCH
E
Street 44-420 VIA DEL SOL Street AVE. 58
City LA QUINTA r City LA QUINTA State
State CA Date of Plans
Phone 760-345-5521 ' Fax # 345-3266 Architect {
We hereby propose to furnish the materials and perform the labor necessary for the completion of
SCOPE OF WORK:
PERMANENT ASPHALT PATCH FOR SEWER A WATER ON AVE. 58 FROM LIONS GATE TO STONE CREEK RANCH.
above w t e e aimed in accordance with the drawings and specifications submitted or above
All material is guaranteed to be as specified, and the bo work o b p tf g p f bo work
and completed in a substantial workmanlike manner •for the sum of
payments made as follows; Progressive Payments ^ r
Dollars LUMP SUM $3,200.00
sal
3K I(oo + Zic l3JJ
Any alteration or deviation from above specifications involving' Respectfully F & F Grading Inc.
extra costs, wj)l be executed only upon written orders, and will submitted JO
become an extra charge over and above the estimate. All
agreements contingent upon strikes, accidents or delays beyond our Felix Flores
control. Owner to carry fire, tornado and other necessary insurance Per
upon above work. Workmen's Compensation. and Public Liability Note - This proposal may be withdrawn by us if not accepted'
Insurance on above work to be taken out by
Within 30 days,
ACCEPTANCE OF PROPOSAL
THE ABOVE XILICES,`3PECI9CATION3 AND CONDI C,IONS ARE SAT15FACTORY AND ARE HEREBY ACCEPTED, YOU ARE AUTHORIZED TO DO THE WORK .
AS SPECU IED. PAYMENT WILL BE MADE AS OUTLINED ABOVE.
Date: Signature: `
i
• /$ �3 Ill f _ - - a
` `VLl r ~
TED'BURTONFS UNDERGROUND, INC.,
•: ::': :" '. ti•' "°':.. ". i.: i•!;r':: y%'` wN •.i�:�':RY:_ ::l,'.:.. \ •,k eS:ta%,-...... ,; •:•.,,a;; :,,.::<•..... .,., S f...`:.!i .., .. d[:,..k:..:F3'iM,,• �'"•.•-�Y.::"' .... .. • ,�+^t:` }y Y';'ii.�;.'w'i:?�yS!.j?dly�.'k�ti .:•.3.;.
TB V
South Point Construction October 16, 2003
La Quinta Pralicet
TO 30834
Atft Steve Cameron
� . EN:Vf.�1I•:A .
- SEWERPROPOSAL
914 ft (a,. S 21.00 $19,194.00
o e 3 ca (g`; $2,100.00 - $ 6,30U,00
Cut Street, Base, Temporary
Traffic Conttol lump wim (u $4,500.0() — $ 4.300.00 `
CaTe Drill Existing lump sum (ir) $1,250.00 $ 1,250.00
,6" Clean Out Iurn R suns (rat S lSI),(10
TOTA I .: " 531,394.00
**° NOTE*** If dolle at same Limo 4•s owc;ito sewer.there will be n0 additional charge for
clmung or camera
PROPOSAL Go ()b FOR all DAYS FROM ABOVE DATE.
PROPOSAL BASED ON USdNG NATIVE MATERIAL FOR BEDDING AND COV'EIL
Ettginmicring, Inspection Fees, Road Closure if Necessary, Water for Compaction Purposes,
AU CompactionTest Fees, Any or All Permits flees; Haul off of Excess Material OT Spoil,
'lYaffie Control PleA Any Permanent Paving, Removal of Rock from'Siu;, Removal of
RxisfingAbphalt from Site; Removal of Excresa. Steil from Site. "Tctnporary paving
maintained for 30 days only from day installation.
At anytime during normal excavation for utility lines, should TED BURTON'S-
TNDERGROUND, INC., come upon undiggable soil. (30'x 41 x 2' wide cannot be
excavated within one (1) hour with it 655 E. backhoe.) contractor agrees to pay TED
titJkrON'S UNDERGROUND, INC., $95.00 Per Hour. Or supply any necessary
Equipment sufficient enough to .remove any, and all undigbable materials.
AIA" ADDITIONAL MOVE ON WILL REQU1RE AN ADDITIONAL MOVE ON
CTTARCrF.. OWE ADT)TTTONALLY TNSURFT), ANY N oRL: THAN "1'HA1' WILL BE
AN ADDITIONAL CHARGE OF $150.00 PER AOnlTiONAL, TEMPORARY �
PAVING MAINTAINED r10R 50 DAYS ONLY FROM DAY.OF M. TALT.ATTON,
THANK YOU,
r TED BURTON O�
238 MAPLE AVE., BEAUMONT, CA 92223
PHONE (909) 769-064.7 . FAX (309).769;7137
90019CVZ 6898$ '1bIfi02!`_`iiBarI! l:OZ848 Q8? LEILF9L6G6T6 M60 £CUZ'91 y�G
OTO"d ZTO£# GNn0V0'i2GNn NOI'dns G21 L£TL69L606T6 TT:£T £OOZ'90'nON
TONS UNDER GR 0 UND,, INC.
TB LT
SANTA ROSA DEVELOPMENT, LLC
S TTEMBER29,2003
AT IN.: STFVEXAMERON
SEWER PROPOSAL ---OFF SITE
TRACTN 30487
8" VCP (NO SPECIAL BFDDING OR C'OVER) 1,045'
MANHOLES 4
MANHOLF OVER EXJSTTN0 .7 %An
SHORrNo
CUT STREET, BASE TOP I'11TAPORARY PAVEMENT,
TRAFTICCONTROL '
M(')\/E ON
CAMERA, TEST, WAYNERALL
25.00 Ea. $ 26,125,60,
$ 2,600.00 Ea. $ 10,400.00
2,780.100 Ea- $ 3,080.00
2,486.00 Fa, $ 2,486.00
(ii� $21,685.00 Ea. "S 21,685.00
(4), $ 950.00 Ea. $ 950.00
(fit) $ 1,168.00F.a. $ 1,168.00
TOTAL: 65,894.00
***.VROPOSAL GOOD FOR 30DAYS FROM ABOVE DATE"*
EXCLU DES',**
Engineering, Inspection Fccs,Sweeps or Segments, Road.Closurc if Necessary, Water for Compaction Purpose
All. Compaction Test Fees, Any or All'Permits Fees, Haul off of Ex' cess Material. or Spoil, Traffic Control Plan,
Any Permanent Paving, Removal of Rock from Site., Removal of Fxisting Asphalt from Site, Removal of Execs
Spoil from Site,
***ROCK CLAUSE***
At anytime.during normal excavation for utility lines, should TED RURTONIS UNDERGROUND; INC., conic,
Upon undiggable. soil.. (50'x4'x2' wide cannot he excavated within one (1) hour with a 655 E. backhoe)
contractor agrees to 'pay TED BIJRTON'S UNDERGROIJND, INC., $95.0.0:Per Hour. Or supply any necessar
equipment sufficient enough to remove any, and all undiggable materials.
***NOTE
Any additional move on will require an additional move on charge. One additionally insured, any more than
that wall be an, additional charge of S 150.00 per additional. Temporary paving maiiitained for 30 days only
from day of installation.
allation. -YOU
TIIANK
TED BURTON
238 MAPLE AVENUE BEAUMONTCA 92223
PHONE. (909) 769-0647 FAX (909) 769-7137
600'd ZT0C# axnodo'daamn Noiuns asi LCTL0L606T6 TT:CT COOZ790'AOX
a
CONSTRUCTION DEFICIENCY FORM.
This form documents deficient construction and the requirements to bring deficient items of construction into
conformance with the requirements of the City of La Quinta. Copies of this form will be delivered to the
project owner, developer, subdivider, or designee. Failure to correct construction deficiencies will prevent -City
acceptance of the work, release of any or all improvement securities, and may require the City to assume
responsibility for completion of all required improvements as authorized by the improvement agreement
governing the work.
The contractor and the developer/owner assume all responsibility and costs associated with the removal and
replacement of improvements not meeting the requirements of the City of La Quinta.
Develooment Name: D.I.N.(Tract No.):
Contractor: l`+°`�p�. aay�-.��°>��`,„ �,- Foreman: Permit No.410��:�
❑ GRADING
❑ ON -SITE STREET IMPROVEMENTS
❑ OFF -SITE STREET IMPROVEMENTS
"I
DEFICIENT WORK
STORM DRAINAGE IMPROVEMENTS
GENERAL SITE IMPROVEMENTS
'+ y
OTHER Se4, ,E
DESCRIPTION
.�� ..� fs •per �f � :::�.n,.
.. W", 1 �Ttil.�y�,: F P' d,�For, ,7 ,•-,
/'r �'. ��� +Gs.>,¢ �t�/ °+� .f � ih�: h'`':-"C.".�"�ew% j�J;� ��`: �,�r �>. {`; .��."'� „' ..; �y�r,� j� j2;. ar"s,.<•,.� �' �.
,F�`., �. 4�. �'� ���w i Ord sy.� ��' .�d-4-'•. �.fw 4�..,� �`i -
c
All construction activity shall cease until deficiencies as noted hereinabove are corrected as directed by the
City of La Quinta. Contractor and developer/owner acknowledge that all work completed after receipt of this
construction deficiency form is considered "at risk" and subject to removal upon demand by the Public Works
Department if found to be unacceptable. Construction deficiencies will not be considered corrected until Page
2 of this form is attached hereto and has received the Inspector's approval and the Public Works Department's
certification.
Contractor:
v4
/x/41
' /fit' r'
Co'ntractor's Signature
Public Works Inspector:
Date Title(i.e. Superintendent', foreman, etc.)
• 1,
Public Works Inspector Date
CONSTRUCTION DEFICIENCY FORM C:\WP\FORMS\F044.WP 12/98 REV-0 Page 1 of 2
WHITE COPY - OWNER YELLOW COPY - CONTRACTOR PINK COPY - INSPECTOR GOLD COPY - PERMIT FILE
18
WEEKLY. INSPECTION REPORT.
PROJECT NAME S` o f. DIN .
PERMIT NO. LAO /0/ PLAN SET NO. INSPECTOR �^-
CONSTRUCTION ACTIVITY SUMMARY
YR _ MO IZ- DATES: Y- z9 thru /- Z �` WORK BY SPECIAL
PERMISSION
MON I TUE WED THU FRI SAT SUN NITE
TEMPORARY TRAFFIC CONTROL
DUST CONTROL
Onsite Measures
.X
WEEKLY. INSPECTION REPORT
PROJECT.NAMEDIN yy��
PERMITNO. / PLAN SET NO. INSPECTOR
DATE JOURNAL OF NOTABLE ACTIVITY & ACTION
NOTICE SUMMARY FOR THIS WEEK:. (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION)
F130 .04/02 Page 1 of 2
CONSTRUCTION ACTIVITY SUMMARY
YW9 MO DATES: c55-- thru O S WORK BY SPECIAL
PERMISSION
MON I TUE I WED I THU FRI SAT SUN 7 NITE
DUST CONTROL
Onsite Measures
Track-0ut Cleanu
K