4313- NIJ
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
x
r
Subdivision Improvement Permit— Class III
DATE: 01-13-04 Minor Improvement Permit Class IV
:LOCATION OF CONSTRUCTION MADISON CLUB 33078
NE CO)E31ii3R MADISON 6 AVE 54
(Street address or Description of Location)
PURPOSE..OF CONSTRUCTION CIX" 6 GRUB FK10
k
F.
DESCRIPTION OF CONSTRUCTION SAS SZE FS No. IJ4125
DIMENSION OF INSTALLATION OR REMOVAL 472 ACM
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 01-14-05
Sketch (attach construction plans if appropriate)
APPROXIMATE TIME OF COMPLETION 04-01-0.5 JAN 18 2005
ESTIMATED CONSTRUCTION COST $ 419,000.00
(Including removal of all obstruction, materials, and debris, backfilling, com- U:C:1F1NANC__EE
TYOFLAQUINTA
paction and placing permanent resurfacing avid/or replacing improvements) DEPT..
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 and regulations of the City of
La Quip to and to pay for any additional replacement necessary as the result of this work.
�dt fher5 Signature of Applicant or Agent
Alb LQ Gnu In
RUBEN URMIA -- p 81r-100 AVE 53, 760-275-7721
Name of Applicant (please print)
DEW UHLIMITE D, INC..
Business Address
81-750 AVENUE 50, INDIO, CA 92201
Telephone No.
Name of Contractor and Job Foreman Business Address' i Telephone No.
473325 AMM1546
Contractor's License No. fir' City Business License No.
FAST IsBCE COMPA SC0388195503
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class II I
" Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit — Class IV: See attached schedule
12,570.00
Inspection Fee $
1.00.00
Permit Fee
Penalty
Cash Deposit -Surety Bond ` 0000.00
if required
13,670:00
TOTAL: $
Receipt No.
Received by Date
Recorded by
4313 �
PERMIT VALIDATION
PERMIT NO. — A313
.i.
DATE APPROVED 01-18-05
EXPIRATION DATE` 01* 18-06
DATE ISSU:ED ��/ kL-1 1 ��
Administrative Authority
Telephone: (760) 777-7075
PUBLIC- WORM -DEPARTMENT.
APPLICATION FOR PERMIT
. Date:
Purpose of Construction:
Description of Construction: 4�zA 4A!i� 0 LiI LS
Dimension of Insiallation.or Removal: /-/ 7 7-
A G1 5
Approximate. Construction Start Date:
Approximate. Construction Completio Date: 4 - I t3
��� -•-- Estimated. Construction Cost: $
Estimated Constriction Cost shall include the removal o all obstruAions, materials, and debris, back -filling, compaction and
Placing pent resurfacing and or replacing improvements
Contact Name: R)5<0 Q9P4 )-r l R Phone Number: `76o _ a7S 77a I
Name of Applicant: T�:ac ,. _<� _ , t r
Applicant Address:' loi, 5 3
Applicant Telephone Number: -2 a..7 5. 77 21
Name of Contractor: Z
Contractor Address: .UEC
Contractor Telephone Number: I- g pC) / -;s-7 _ 5kr 4/MY) f7 2 5_ �
Contractor State License Number: -7 3 z g G
Contractor City Business License Number:
► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4
plicant or Contractor General Liability Insurance Company:
plicant.or C�Ofitrac or eneral Liability lqsurance Policy Number: ~,
66 _ Office Use Only:
(c� X bfi�1 Inspection Fee: I Z
S7 0. o'
Permit Fee: to
,�
DU
As -Built
Deposit:_ 00c),
Dust control
Deposit:
credit-
Amew t.
TOTAL; FEE DUE:
Office Use Only. '
Assigned Permit Number. .
y3
Approval Date:
t
0
Expiration
Date:
Issue
Date:
Administrative Authority:
'
PERMIT NO.4313
Madison Club'/ Clear. & Grub and PM10 / Tract No. 33078
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. Demo Unlimited and/or ND' La Quinta Partners, hereinafter referred to as "Permittee", shall be
responsible for providing continuous dust and erosion control.
3. This permit or copy of it shall be on the work site for inspection during the actual work performed. .
4. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee
shall inform the City (Inspection staff or 777-7089) of the name and location. of the certified dump site.
5. Prior to performing construction work, the permittee shall call the City at (760) 777-7089 at least 48hrs
prior -to work and request an appointment for a preconstruction meeting with the City Inspection staff.
6. Prior to excavating in native soils, the owner of the project shall have employed byproposal contract an
archaeological observer for the. site excavations within native undisturbed soils. A copy of the'contract
must be submitted to the Public Works Deparhnent.and attention this to the Assistant Engineer I. If the
archaeologist determines the site note to be required to be observed, please.submit a letter signed by the
archaeologist stating their determination.
7. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and, 'more
frequently, if required.
8. 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.
May 1st 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.
Note: Construction work (including setting up traffic control devices).is not permitted on any Arterial
street (ie any 4 lane street) before 8:00 a.m.
Page 1 of 5
Special Conditions
PERMIT NO.4313
Madison Club / Clear & Grub and PM10 / Tract Noi 33078.
9. 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 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 anyway.
10. Pursuant to Section 14.16.1.101 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.
11. Pursuant to -Section 14.167250 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 be the Permittee's
responsibility to appropriately detour, and barricade all construction sites.
Pursuant to Section 14.16.290.6f 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:
12. Prior to excay .. ing 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;.. storm drain facilities.
13. Should additional work, materials, or modifications of the work be required in order to meet City
standards, safety requirements, signage requirements, or to.f t 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. J
14. Pursuant to Section 14.-16.370 of the La Quinta Municipal. Code (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 mechanicatmeans; no water
densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's
to provide appropriate geotechnical supervision,. testing, and. inspection, onsite; at all
responsibility
times during backfill operations.
Special Conditions Page 2 of 5
PERMIT NO.4313
Madison Club / Clear & Grub and PM10 / Tract No. 33018.
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 Geotechni cal Inspector and/or the City
Inspector and the resulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to or maintained at appropriate moisture content for
compaction. The appropriate moisture content range shall be -established at the onset of the
project and ensured prior to use of the materials through progress testing on the stockpiles.
C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be tested at random depths. at approximate three-foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth
of lift that. can be compacted.
D. If lifts greater than one foot are attempted in this trial- length of trench, compaction tests shall be
taken within the lifts to ensure that the frill 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 locations within the open length
of trench.
F.. The depth of the randomly selected compaction tests shall also .be randomly selected except that
where multiple tests are required in a"given length -of trench, the tests shall be no closer than three
feet (vertically) from each other.
G. If any compaction test fails, previously placed backfill (in the same length of -open trench or
previous lengths of trench) which. is represented by the failing test (as determined by the City
Inspector), shall be tested -for compliance.with compaction requirements.
H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test
results shall be furnished to the City Inspector.
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.
Page 3 of 5
Special Conditions
PERMIT NO.4313
Madison Club / Clear. & Grub and 'PM10 / Tract No.• 33078
16. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition:
17.1. Access and egress to all local properties shall be maintained at all times.
18. Pursuant to Section 14.16:375 of the La Quinta. Municipal Code (Ordinance 10 . § 1 (part), 1982),
permanent replacement shall be completed no later than seven`(7) days after the completion
.paveof the work. Permanent -pavement replacement shall conform to"the'foll6wing conditions:
A. Existing•asphalt concrete pavement shall be sawcut one (l) foot beyond,trench edges. Edges shall
be straight and clean.
B. Permanent pavement replacement.
structural section, within all trenches; shall be I" thicker than
existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed
:. miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard
Specifications for Public Works Construction. The replaced pavement and base material shall be
compacted to 95% relative compaction and respectively tested; for.each 300 linear feet.of trench.
Verify exact structural replacement section thicknesses with the City prior to installation:
C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium
asphalt concrete as the base.course lift and a City approved %2" max medium finish course lift for
capping. Asphaltconcrete mix design shall.be approved by the City prior to its,placernent.
D. Cold -Mill and Overlay -The existing pavement.which was properly protected inplace during the.
trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000
asphalt concrete mix. The width of the cold milling area shall be as follows: '
o For longitudinal trenches located iri a parking lane: three (3). feet outside the sawcut
removal lines.
•' For longitudinal'trencheslocated in atraffic lane: three (3) feet outside.the sawcut removal
lines; or to the lane .line -striping, whichever, is greater.
• For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
E. .If.grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of 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 paving shall not be left
0.10' low in anticipation of grinding and capping.
Page 4 of 5
special Conditions
PERMIT NO. 4313 .
Madison Club / Clear & Grub and PM10 / Tract No. 33078
F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be
replaced in kind by.the Permitted, 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.
19. ' 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.
20. 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.
21. The City of La Quinta reserves the right to revoke,' suspend or void this -permit at any time.
22: - The permittee shall indemnify, hold harmless and assume the defense of the City from all damages,
delay costs, costs or expenses in law or equity that may arise out of work under this permit.
,1
23. If it is the intent: of the permitted to cut the pavement and have it restored by a third party, the
permittee shall postpone cutting the pavement until the intended third partyhas acquired a permit from
the City to perform the required restoration work.
Page 5 of 5
Special Conditions.
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 4313
_The followind 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 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 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 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized
by permit, the permittee shall contact. all concerned utility companies relative to the "location of existing substructures..
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
permittee.
® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done" under this permit. until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with ('* N/A *") inches of A.C. paving placed on ( ** N/A **) inches of ( ** N/A"" ) aggregate sub -base course having an
"R" value of not less than (*' N/A "") and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461:
® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch ('/<'') 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 consiru.cted 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.
❑ R16 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
'manufacturer's specifications.
City of La Quinta.
® R11
COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
Work be' coordinated with the State or City of. La
La Quinta may conduct in this area during the period of this permit. shall
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
lines. when included shall be completely tied out so they may be readily and correctly,
centerline of all streets or property
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of'notes showing the ties .
to the City Engineer prior to the removal -of any monuments. This office shall be
to these monuments shall be furnished
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
Engineer. no circumstances shall excavating equipment be
through the office of the City .(Under
cutting shall be approved ,thro 'or pavement.) Excavation material shall be placed in such. a position as to best facilitate the
used to excavate prior to
any damage to pavement straight edges shall be corrected.
general flow traffic. Prior to final paving operations,
❑ R14
LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before .backfill
barricaded with lights overnight, on weekends and holidays for the
operations must,begin. All excavations shall be properly
protection of the traveling'public. The Public Works. Inspector shall determine the suitability of excavation barricading in
No shall be made unless the
each case. No excavation shall remain open for a period exceeding five (5) days. excavation
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
and adequately consolidated backfill. Ant material which the. City of La Quinta deems unsuitable (spongy or
of producing
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
using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
three feet (3') and vibrated
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
lifts trenches are of excessive depths. Care is to be exercised
trench before flooding or a maximum of five feet (5') where
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed ev that the
or equivalent to the surrounding ground, whichever is the,
resulting compaction shall not be less than ninety percent (90%)
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
length to reach the bottom of each layer and the water
retain the water. Where jetting is used, the jets shall be of sufficient
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-
COMPnd COMPACTION
)feet and a maximum of one (1) test on each road. One (1) copy of. each test shall be forwarded tot the City
in Section
'thousaEngineer
for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined
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.
test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
One (1) copy of each
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
SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
of two inches (Z') of
of three -thousand linear feet.(3000') or trench has been excavated and backfill operations completed, but in no
a maximum
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'.
A patch of ( ** N/A **) inches of A.0 surfacing placed on
two inches (2") of SC-800 shall be placed immediately. permanent
a . ( ** N/A **) inch (** N/A'* ) aggregate base shall be placed no later than (*' N/A *') 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
interference or hazard to the traveling public. It
by a licensed, bonded and insured tree service, and handled safely without
be the responsibility of the. permitte to maintain the tree in a vigorous growing condition at its new location.
shall
Trees to be removed shall be in.sections, which can be handled safely without. interference or hazard to highway traffic. The
disposed. of so that no debris remains in view of the highway. The
entire width of the tree stump, shall be removed and
stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes
to a maximum of five -hundred feet (500') at any one time. Adequate
necessary to restrict traffic, the work shall be restricted
signs, flagmen and or barricades shall be provided to protect the traveling public at all times.
to not less than ninety percent (90%) or
Large holes resulting from tree removal shall .be backfilled and compacted
tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method.
equivalent
Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways; State of California,
dated January 1973.
-Jan •13- 200.5 6 41PMw., DEMO UNLIMITED' No•3311 P• 1
Demo- Unfiffi •ted, Inc Estimate
81750 AVENUE 50,
INDIO; CA 92201-9411
800-337-5884
LICENSE # 473328 A C 21"
DATE
ESTIMATE #
12/31 /2004
1005
DESCRIPTION TOTAL
CLEAR AND GRUB 490 ACRES LOCATED ON AVE 52 ON THE NORTH, MONROE ON THE
r:
EAST, 54 ON THE SOUTH AND MADISON ON THE WEST.
LUMP SUNS PRICE 419,000.00
WHILE ON SITE WE WILL BE RESPONSIBLE FOR THE PM 10 DUST CONTROL, WE. WILL ! ,
APPLY GROUND) CONTROL AT PRICE TO BE. DETERMINED ON WHAT PRODUCT WILL 13E
USED. .
EXCLUSIONS'
1.) Owner to supply water, water meter, testing; engineer*, staking, and permits. DEMO to t
apply water-
2.) Demo Unlimited is notresponsible for the performance of any hazardous material testing .
or removal, including asbestos- -
3.) Any items buried beneath the surface, such as footings, slabs, and septic tanks, will be
removed and charged on a time and materials basis. '
TIUS BID IS GOOD FOR 30 DAYS . TOTAL $419,000.00
SIGNATURE
Jan � 1'3. 2005 6:41PM • DEMO UNL'IMITED`"' ` `� No 3311 ;P 3
f Steadfast Insurance Company Endorsement N ,14 .
THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY.
POLICY NO. EFF. DATE OF POL EXP. DATE OF POL EFF. DATE OF END.' PRODUCER. ADD•L.-PREM RETURN PREM.
SCO388194403 12/16/04 12/16/05 12/16/04 18-332, n/a n/a
Named Insured: Demo Unlimited, Inc; MekCar, Inc.
8175.0 Ave.. 50
Address (including ZIP Code): Indio, CA 92201 ,
This endorseWent modifies insurance provided by the following:
COMMERCIAL. GENERAL LIABILITY COVERAGE FORM