3770►, NOTE:.
With proper validation
y A this form constitutes an
encroachment permit
i,.
v
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
Subdivision Improvement Permit — Class II I
DATE: October ,28, 2002 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION La QUinta C OUBtiX Club'-WWk lit W is aloes a 300£t reach of
�NtWenfo>r+�ar 1°>uding r=th then 500ft south Of Avenida Ferrancla
(Street address of Description of Location)
'may PURPOSE OF CONSTRUCTION Re=Vie 01(UtY hLe4M Sketch (attach construction plans if appropriate)
afte Misting block wall
DESCRIPPTIOON OF�CONSTRUCTION ' A� S;�E LAL 'i30N1 TMCNS'**
soAa asA PM10 Mitigation Plan shall consist
DIMENSION OF INSTALLATION OR REMOVAL as g ALZnitit> Of d water truck On Site
lee att€ coed s)cetch
capable of mr 0 ntaining a"m visible
SIZE OF EXCAVATION, IF NEEDED
�escmi:ssion, Of dWV' and a project sign
APPROXIMATE TIME WHEN WORK WILL BEGIN
�+IPM elpt Or petat I City of La Quintt� requirements.
'APPROXIMATE TIME OF COMPLETION NMNIO*�- .30- 2007
ESTIMATED CONSTRUCTION COST $ 0, C�'CIC7
(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 rules and regulations of the City of
La Quinta and to pay for- any additional replacement necessary as the result of this work.
I
Signature of AAplicant or Agent
Unlimited Inc. 81-750 Ave. 50, thdiOPOOCA 760. 775. 5804
NamifAe of Applicant (please print) Business Address Telephone No.
same as above 760.275.9501
Name of Coat actor and Job Foreman Business Address Telephone No.
w' 473328 01546
Contractor's License No.
Steadfast/ Mft/(rawf6>rd
City Business License No:
Applicant's Insurance Company Policy Number
FEES: -Subdivision Improvement Permit —Class III ron
Public improvements:.3% of'estimated constructstsOCT 2 9 2002Private improvements: 3% of estimated construcosts 1Minor. Improvement Permit — Class IV: See attacheeddW0FipQUINTA
180.00 _..
Inspection Fee $
Permit Fee 100.00
. w
Penalty
Cash Deposit -Surety Bond
if required
280.00
TOTAL: - $
Receipt No.
Received by Date
Recorded by
PERMIT VALIDATION
PERMIT NO. 3�70 "
Octdoeir 29, 2002
x DATE APPROVED
EXPIRATION DATE January 300 2003
October. 29, 2002
DATE ISSUED
Victor AssistatYAd"° vf7q_isfir tine Authority
Telephone: (760) 777-7075
CiooLa. i unta
Developers PM-10 Approval Form
Prior to the issuance of a Demolition Permit for the project listed below, Public Works
approval must be obtained. Please return this form to the Building and Safety Department
only after approval.
Project Address: 7 7- 7,5-0 /i-v4 ,5 L A qu,, l i 4 c
Scope Of Work: J->CM o c , .s (4 x f s,-rlv 6, / n
Public Works Department Approval is Hereby granted:
John Freeland, Senior
!o-z9e �f-
Date
PERMIT NO. 3770
DEMO UNLIMITED, INC.
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, INC., hereinafter referred to as "Permittee", shall be responsible for providing
continuous dust and erosion control.
3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently if required.
4. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout
the work site, the Permittee shall comply with City regulated,work hours. Operation and maintenance
of equipment within one-half mile of human occupancy shall be performed only during the following
time periods:
October 1 st 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 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 performed within 500 feet of a signalized intersection is restricted between the hours of 9 a.m.
- 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. 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 be the Permittee's
responsibility to appropriately detour and barricade all construction sites.
Special Conditions - Permit No3770_ Page 1 of 4
PERMIT NO. 3770
DEMO UNLIMITED, INC.
8.. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street
closures shall not be permitted. A minimum of two (2) travel lane of paved surface shall be
maintained at all times.
9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated
excavation which impact City facilities, including but not limited to traffic signal conduits and loops,
irrigation lines, electrical conduits, and storm drain facilities.
10. 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.
11. 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 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 an 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 full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project.
Special Conditions - Permit No3770_ Page 2 of 4
PERMIT•NO. 3770
DEMO UNLIMITED, INC.
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.
12. 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.
13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc,, shall be replaced to its
original condition.
14. Access and egress to all local properties shall be maintained at all times.
15. 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 1" 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.
Special Conditions - Permit No3770_ Page 3 of 4
"i
PERMIT NO. 3770
DEMO UNLIMITED, INC.
C. Permanent pavement replacement shall be installed using a City approved 1/4" max medium
{ asphalt concrete as the base course lift and a City approved'/2" 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 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:
For longitudinal trenches located in a parking lane: two (3) feet outside the sawcut removal
lines.
For longitudinal trenches located in a traffic lane: two (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 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.
16. 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.
17. 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.
18. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
19. 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.
Special Conditions - Permit No3770_ Page 4 of 4
The following General and Special Provisions arc anacbed to and made a part of Permit No. 3770
GENERAL PROVISIONS
The following shall always apply: '
ENROACHMENF ON PRIVATE PROPERTY: This permit authorises work to be accomplished within City of La Quints 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 perminee prior to starting wont.
73LACKLAMNG 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 sboes to
protect the paving during excavations. Rubber -tired equipment.only shall be used in backfill operations in paved areas. If the existing .
pavement is scarred, spalled, or broken during the term of this contract, or if the pavement is marred, City of La Quints @bail 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 Coe► as specified above.
FR07EMON OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the
City Engineer or La Quints City Public Works inspectors. Suitable detours and detour Signs shall be placed and maintained for the
duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations.
CARE OF DRAINAGE STRUCTURES: Amy drainage. structure including corrugated metal pipe, concrete pipe, steel culvert and
concrete structures encountered during excavation which necessitate removal shall be replaced in kind. AD the event it becomes
necessary to remove or cut existing drainage structures, City of" Quints sball be notified prior to commencement of obis 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 @bait be removed from the light
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 ihall 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 coaditiotts and shall be used
immediately after backfill.
DE-WA7ER 01PERA770NS: If de -watering operations are required and pumps are forcing water on City of La Quints roads, it shall
be the responsibility of the permittee (Contractor) to control this water and to provide off-street barricades when necessary..
CLOSING S-IREMF No street shall be closed. A minimum of one Ian@ 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, perminee aball contact this office to obWi l the necessary permission.
SPECIAL PROVl.S70NS
The following shall apply : 760.777.7097
R11 N07MCAMON: Peimittee shall notify the City at 002006Mat least 48 hours in aavanee of starting construction.
RZ U7MJTY CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quints right of way
authorised by permit, the perminte shall contact all concerned utility companies relative to the location of existing
substructures. Damage to existing substructures resulting from operations conducted under this permit sbaU be the sole
responsibility of the permittee.
R3 LTIUM CLEARANCE. (Surface Structures) No work @ball be done under this permit until all utilities are clear of the
proposed work site. The perminee shall notify all concerned utility companies of the proposed work.
R4 VAVEMENT 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'Rs
value of not leas than and in conformance with City of La Quints Road Improvement Standards and
.. Specifications, Ordinance i461.
R'5 PARKWAY GRADING: Area between the property time and top of the proposed concrete curb sbaU •be graded •to a dope of
1/4 inch to one foot (1).
R6 GRADE.CHECIQNG: City of La Quints shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
R7 - MO REMOVAL FOR DRIVEWAYS: A portion of the existing concrete.curb and/or curb and gutter f _feet) iball be
removed.. Curb and/or curb and gutter shall be saw cut prior io removal. Depressed curb. matching concrete -gutter and
concrete driveway approach'shall be cowltructed in conformance with City of Ls Quints Standard #M.
Ra DRIVEWAYS: A.C. driveways shell be concocted 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 bane.
Driveway construction shall conform to attached drawing.
R9 . SIGHT CIEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times.
RIO SOIL SFER1UZER: 77be area to be surfaced aball be treated with soil sterilizer. Rate of application shall eommply wilh.the•
manufacturer's specifications.
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OCT-18-2002 09:48 FROM:
TO:93425898
P:1/1
NOTE: _
With proper validation
this form constitutm an CITY OF LA OUINTA
aneroeahmem permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
for the Construction of public or prlvato curbs, drhrenays, ptvkmenta, sidimalka, parking Pots, cowam, water mains
and other like public works improvameftts In connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
DATE:_" %:A
LQCATION OF
(Strom oddrofe o+ DoseFptton of Lom"o-el
PunPO$1: OF CONSi IXT)ON --
DESCRIPTION OF CONSTRUCTION
DIMENSION OF INSTALLATION OR REMOVAL I!q fs--111 T
Subdivision Improvnmant Permit — Clan III
Minor Improvernont Porfnit Clan IV
� �r.Wfi to t•■
Sketch (attach oonstructlo Ions i nppri
APPROXIMATETIMF.O , T1 A. 1,M L
ESTIMATED CONSTRU
(Including removal of all o r o , me rS, d d i , e g, mm-
pactlon and placing per nont rfect d/o g Improvnmmttr.)
In considornlion of tirfr this mat: the applicant hereby ogrem to.
Inaemrnity, droned Chy. IW outhortcod trpomA, offlm . repre•e`1t"11 s rued amplweon. M"Me" ffom and ngalmf mW and all
varmltles, Ilebillitm r laps mjultina iron anlms or awn oet(on and Add"n out of any poaldafrt. Ion or dnmRpn to pereene of PAPMW
hommnlrra or ormutNRa es a pruxin um tefwlt of any work uMIRMkrm undor the pn7nft am"" pursuant to this wolkotion_
Nat"y thn Administrobve Aatt•ortN at hrest twenty-fow (241 hours In •rtranon of the Ifnm when woftc will be etarten-
Comply with all epplientoo City ordirwrtte% rho fanm and Condition• of the Prmmh and elf oPPlknblo mtet nerd fRgnlntlon• of Me City of
Ln Oulmn end to pay for any additional mono—v i t nec SKY es thn rcuh In% froflr.
Nome mrnctor and Job Foreman
�22
Contrector'a Hoansn t:� n
Business Addrm
Telephone No.
OI 5T
City Business Liomp. No. _
Appliwnt'S IM.Umn Cofnparty Policy Number
FERS; Subdivision Improvemont Pnfmit — Class III
Public Improvmmnnto: 3% of estimated construction costa
Privntn Improvements: 1%of estimatedcon%ttuction Costs RECEIVED
Minor Improvementmt Peh — Gass IV: See attachad sehndule
r
Inspection Fee $ PERMIT VALIDATION
Permit Foe PERMIT NO. T 8
Penalty
DATE APPROVED
Cash Dnposk-Surely Bond 1
If required EXPIRATION DATE
TOTAL ,I DATE ISSUED LIC WORKS
itov+lpt No, BY
Received by Data Adminism. ve Authority
Rneorded by Tblephano: V60) 777-7075
V•So PA
I- bORFIC
15ECEIAED
....�__. __ — ___ ___ _ ___--- _.___.__... ___.____ .---_ ._________ . - - ._--______
R
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
Subdivision Improvement Permit — Class I II
DATE: Octob3r 28, 240Minor Improvement Permit Class IV X
LOCATION OF CONSTRUCTION Look Q"nta Olsi3Cry Club -work 1=tian i8 along as 300ft rah of
MSenixr*%,-,r headirrj north than 504ft South of Avenida Fo rrando
f:. (Street address or Description of Location)
PURPOSE OF CONSTRUCTION R181 m Olf3w4ar bushes
41AA =.&&tA Q ii i.a 4 twill
DESCRIPTION OF CONSTRUCTION
I
DIMENSION OF INSTALLATION OR REMOVAL
r-CM at8KCtC.'1
SIZE OF EXCAVATION, IF NEEDED
Sketch (attach construction plans if appropriate)
**= ATTACM SPXM CXJ@ M7=4S**
A PNIO Mitigation Plan shall Comist
as a minim= of at water truck on eit e
capable of maintaining s'*nc> visible
emmisrzsions of &at" and a project sign
APPROXIMATE TIME WHEN WORK WILL BEGIN per City of La Quinta arewizemsnts.
V �.�Vii A.wV%.ilM Vi �JC�.yM6%�►
APPROXIMATE TIME OF COMPLETION '*V r-32. 2002
- ESTIMATED CONSTRUCTION COST $ v, v+v.r. w1s
(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 rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work.
A`
Signature of Applicant or Agent
Devio UAiirait d Inc. 61-750 Ave. 50, Irdiop0rA Y 760.775.5884
Name of, Applicant (please print) 8 Ar3 Business Address Telephone No.
. <.�;.. 760.275.9,�Vl
Name of Contractor and Job Foreman Business Address Telephone No.
473320 01546
Contractor's License No.
Stj=dfa: t/Swi ft/ Crawfard
City Business License No.
SC03772465- 00
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class III ! D
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs j OCT 2' 2002
Minor. Improvement Permit — Class IV: See attached schedule)
%Rv. . V V CITY OF
Inspection Fee
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
280.00
Received by Date
ALIDATION
PERMIT NO. � � 29. 2002
DATE APPROVED Jaum=y 30, 2003
October 29, 2002
EXPIRATION DATE
DATE ISSUED
Victor. � , ,Assipt tt !• ragirt t Z
By
Administrative Authority
Recorded by I Telephone: (760) 777-7075
•
•
e
PERMIT NO. 3770
DEMO UNLIMITED, INC
In addition to the standard permit conditions, the following shall apply:
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, INC., hereinafter referred to as "Permittee", shall be responsible for providing
continuous dust and erosion control.
3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently if required.
4. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout
the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance
of equipment within one-half mile of human occupancy shall be performed only during the following
time periods:
October 1st to April 30:
May 1st to September 30
Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Monday -Friday 6:00 a.m to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
5. Work performed within 500 feet of a signalized intersection is restricted between 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 be.the Permittee's
responsibility to appropriately detour and barricade all construction sites.
U
Special Conditions - Permit No3770_ Page 1 of 4
•
PERMIT NO. 3770
DEMO UNLIMITED, INC.
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 lane of paved surface shall be
maintained at all times.
9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated
excavation which impact City facilities, including but not limited to traffic signal conduits and loops,
irrigation lines, electrical conduits, and storm drain facilities.
10. 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.
11. 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 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 an 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 full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project.
Special Conditions - Permit No3770_ Page 2 of 4
PERMIT NO. 3770
DEMO UNLIMITED, INC.
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.
12. 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.
13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
14. Access and egress to all local properties shall be maintained at all times.
15. 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 1" 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.
Special Conditions - Permit No3770_ Page 3 of 4
PERMIT NO. 3770
DEMO UNLIMITED, INC.
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''/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 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:
For longitudinal trenches located in a parking lane: two (3) feet outside the sawcut removal
lines.
For longitudinal trenches located in a traffic lane: two (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.
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.
16. 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.
17. 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.
18. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
19. 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.
Special Conditions - Permit No3770_ Page 4 of 4
The following General and Special Provisions are attacbed to and made a part of Permit No. 3770
GENERAL PROVISIONS
The following shall always apply: '
ENROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished wid"'City of La Quints 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.
TRA.CKLAYING 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 acarred, -palled, or broken during the term of this contract, or if the pavement is marred, City of L Quints shall request
that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2) of A.C.
surfacing plus appropriate seal cost w specified above.
PROTECTION OF 7TL4,MC: All excavations and work areas shall be properly lighted and barricaded as deemed neceassry by the
City Engineer or l.a Quints City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the
duration of the project. The City shall be sotified.24 hours 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. An the event it becomes
necessary to remove or cut existing drainage structures, City of Le Quints 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•operstions &halt be removed from the tight
of way. All paved surfaces shall be broomed.clean of eanb and other objectionable materials immediately after backfill and compaction.
Existing guner line and drainage ditches shall be replaced to their original standard or better. All excess material shall be.removed
prior to paving. Water tanker aball be used, as required, to sprinkle the job site to keep down dust conditions and aha11 be used
immediately afier backftll.
DE -WATER OPERATIONS- if de -watering operations are required and pumps are forcing water oa City of La Quints roads, it -ball
be the responsibility of the perminee (contractor) to control this water and to provide off-street barricades when necessary..
CLOSING STREM: 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 permisaion.
SPECIAL PROVISIONS
The following shall apply 760.777.7097
Rtl N07MCAMON: Permitter shall notify the City at mat least 48 hours in wvanee of starting construction.
RZ LITUITY CLEARANCE: (Substructures) Prior to making any excavation within the City of Ls Quints 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 MUM CLEARANCE: (Surface Structures) No work sball be done under this permit until. all utilities are clear of the
proposed work site. The perminee 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 inches of A.C. paving placed on inches of class aggregate subbase course having an 'R'
value of not less than abd in conformance with City of La Quints Road Improvement Standards and
Specifications, Ordinance 0461.
R'S PARKWAY GRADING:. Area between the property line and top of the proposed concrete curb shall 'be graded to a slope of
1 /4 inch to one foot (11.
R6 GRADE. CHECKING: City of La Quints 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 coacrete.curb and/or curb and gutter (__feet) ihall 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 Quints Standard #M.
Ra DRIVEWAYS: A.C. driveways shell be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shalt be 2 1/2 inches of A.C. paving placed on of class aggregate base. '
Driveway construction shall conform to attached drawing.
R9 SIGHT CLEARANCE. Sight clearance of 600 feet in all directions shall be assured and maintained at all times.
R10 SOIL SRn».ER The area to be surfaced shall be treated with soil steriliser. Rate of application shall eommply wilb.the'
manufacturer's specifications.
.1 1 COORDINATE WORK: 7be proposed work shall be subordinated to any operation which the State of California or City of
L Quints may conduct in this area during the period of this permit. Work shall be ecordinated.with the State or City of La
Quints forces to preclude delay or interference with State of City of Ls Quints projects.
12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all aurvey monuments which exist on the
ceoterlinc of all streets or property lines when involved shall be completely tied out so they may readily and correctly be
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to
these monuments shall be furnisbed to the City Engineer prior to the removal of any monumeotm.` Tbis office shall be notified
upon completion or replacement of all survey monuments for proper project clearance.
13 PAVEMENT" CAMMG: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. Method
of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating
equipment be used to excsyste prior to cutting of pavement.) Excavation material shall be placed in such a position as to best
facilitate the.gcDeral flow traffic. Prior to final paving operations, any damage to pavement straight edges @ball be corrected.
14 MUT OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet of open trench before backfill operations must
begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the
traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. -No
excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction
material is actually on the work site.
17.5 BACKFU.L MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing an adequately consolidated backfill. Any material which the City of 1A Quints 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.
16 BAC1ff7LL SAND: Backfill shall be approved trathsit-mix sand or equivalent and shall be'placed in lifts of not greater than
three feet 0') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any ease,
a relative compaction of 95 percent shall be attained with the structural section of the roadway.
17 BACKFDI. PLACEMP,NT: 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 (57 lifts.wbere trenches are of excessive depths. Care is to be exercised that the
backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting
compaction shall be not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction.
Where pooding 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.
13 COMPACTION TESTS: If so required by the inspector, compaction testa shall be made at intervals of not more than 1000
feet and a minimum of one (1) tut on each road: One (1) copy of each test sball 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.
1.9 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 tess shall be made as outlined in Section 6.3.01• of the Standard Specifications, Division of ILghways, Slate of
California, dated January 1973.
O TEMPORARY PAVEMENT REPAIRS- After completion of backfill and compaction operations, a temporary patch
consisting of 2 inches of SC400 shall be placed on a prepared subgrade. The SC-800 temporary paving shall be placed after a
rnaximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no sax shall the
placement of the temporary pavement exceed a five (5) day limit.
1 PERMANENT"PAVEHENT• REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two iocbes (2') of SC-800 shall be placed immediately. A permanent patch of iocbes A.C. surfacing, placed on a
iocb class base shall be placed no later than days after completion of temporary road repair;
2 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.
3 STREET RESTRIFING: Where street striping is still visible on streeta to be excavated, eucb striping shall be replaced upon
completion of permanent repairs.
L4 TREE RELOCATION OR REMOVAL: Tree relocation within the City -of La Quints road right of way shall be
accomplished by a licensed, bonded and insured tree service, and handled safely without interferenee or hazard to the traveling
public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections which can be handled safely without interference or hazard to highway tmfhe. 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
bole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where is becomes necessary to
restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate signs, flagmen and or
barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the
surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall
comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
i�n01
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The following General and Special Provisions an anacbed to and made a part of Permit No. 3770
GENERAL PROVISIONS
The following shall always apply:
ENROACHNENf ON PRIVATE PROPERTY: This permit authorizes work to be accompliabed within City of Ls Quints rigbi of
way ONLY. Whenever construction extends within private property, it is the responsibility of the perminee for his contractors to
secure permission from abutting property owners. Such authorization must be secured by the perminee prior to starting work.
TRACKLAYIING CONSTRUCTION EQUIPMENT Cleated tracklaying construction equipment shall not be permitted to operate on
any paved surface unless fined with smootb-faced street pads. All mechanics] outriggers shall be fitted with rubber street shoes to
protect the paving during excavations. Rubber -tired equipmeot.only shall be used in backfill operations in paved areas. If the existing .
pavement is scarred, spalled, or broken during the term of this contract, or if the pavement is marred. City of Le Quints shall request
that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2) of A.C.
surfacing plus appropriate seal cost as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded es deemed necessary by the
City Engineer or La Quints City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the
duration of the project. The City shall be sotified.24 bours in advince 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 06sting drainage structures, City of La Quints 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 shalt be removed from the Tight
of way. All paved surfaces shall be broomed. clean of earth and other objectionable materials immed'uttely after backfill and compaction. .
Existing gutter line and drainage ditches itball 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 sprialcle 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 Ciry of La Quints roads, it shall
be the responsibility a! the permittee (contractor) tocontrol this water and to provide off-street barricades when wmeaawy..
CLOSING S3VXXI5: 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 perminee that be 'must close a street for
any length of time, perm"ee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply vim: 760 4 777. 7097
Rrl NOTIF7CA710N: Permittee shall notify the City at mat least 48 hours in novanee of starting construction.
RZ UT ITY CLEARANCE: (Substructures) prior to making any excavation within the City of 1s Quints right of way
authorized by permit, the permutes shall contact all concerned utility companies relative to the location of existing
s
substructures. Damage m existing substructures resulting from operations conducted under this permit sball be the @Ole
responsibility of the permince.
R3 UJI ITY 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 PAVEME TI 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 W
value of not less than abd in conformance with Ciry of is Quints Road Improvement Standards and
Specifications. Ordinance 0461.
R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall •be graded to a slope of
1/4 inch to one foot (11.
K6 GRADE. CHECKING: City of La Quints .ball 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 _feet) ihall be
removed. Curb and/or curb and gutter shall be saw cut prior io removal. Depressed curb, matching concrete -Sumer and
concrete driveway approacb'shall be constructed in conformance with City of I:.a Quints Standard #=.
Rg DRIVEWAYS: A.C. driveways aball be concocted as not to alter existing drainage pattern. Surfacing between the property
lioe Rod the existing road paving shall be 2 1/2 inches of A.C. paving placed on (�, of class NUngate per,
Driveway concoction shall conform to attached drawing.
R9 SIGHT CLEARANCE Sight clearance of 600 feet in all directions @ball be assured and maintained at all times,
R10 SOIL SIERIIIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall eommply wilb.the'
manufacturer's specifications.
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LA QUINTA
RESORT
SANTA
ROSA
EISENHOWER DR.
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WORK AREA s
pLANTS TO -BE REMOVED NO SCALE
AND WALL TO BE
t ' C STRUCTED
a auwruwe- � '
LA QUINTA
�~ � ALA g' - C.C. 500
500 ft
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Landscape ImcWmam
provements for La Quinta C. C. .
.r Treflicc tdconvacw
Tops. N Barricades, Inc.
MUST Demo Unlimited P .
NRR RIG Prepared By Balled on Stardmd
Ptane
(800)852-TOPS Ron Fifield CALTRANS T-11&pwmN5�22
WD
10% 8/02 To Be Issued on Approval
f#V WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS)"
ti
' NOTES_ 1 • ALLTRAFFIG CONTROL DEVICES FOR' PROJECT SHALL BE IN ACCORDANCE
MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES .
2. TRAFFIC CONTROL SHOWN H EREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC.CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY MAE N
TRAFFIC FLOW IF DEEMED NECESSARY,BY CITY OF LA Q L INS REPRESENTAT
IVE.
PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SA
3. THROUGHOUT EACH WORK PE
ACCORDANCE WITH TRAFFIC CONTROL PLANS.
4. CONTRACTOR SHALL.MAINTAIN A MINIMUM 12 TRAFFIC LANE WIDTH AT ALL TIMES .
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALLTIMES.
r� L SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END , OF. THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND,
6. THIS TRAFFIC GO
F THE WORK IS COMPLETED.
RETURNED TO NORMAL..
THE LANE CLOSURE ON WESTBOUND AVE. 50 MAY BE REMOVED WHEN THAT PORTION O