3110NOTE:
With 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
r
DATE: 12/28/99
LOCATION OF CONSTRUCTION 472.50 T)TTNR PAT.MR RI).
Subdivision Improvement Permit — Class III
Minor Improvement Permit Class IV
ALLSTATE SELF STORAGE SDP 96-590
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION SITE IMPROVEMENTS FOR Sketch (attach construction plans if appropriate)
SELF STORAGE BUILDING(ON SITE ONLY)
DESCRIPTION OF CONSTRUCTION UNDERGROUND UTILITIES,
GRADING, PAVING & CONCRETE WORK SEE ATTACHED CONDITIONS
DIMENSION OF INSTALLATION OR REMOVAL PER APPROVED PLANS
SIZE OF EXCAVATION, IF NEEDED '
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ 179,000
(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 los resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or oEqurring askroximate result of any work undertakers under the permit granted pursuant to this application.
Notify the AdAnistrativehAuthority at least twenty-four (24) hours in advance o t2'all
me when work will be started.
Comply withp applicable City Ordinances, the terms and conditions of the er it/ applicable rules and regulations of the City of
` La Quinta and to payor any additional replacement necessary as the re I t of . work.
Signature of Applicant or Agent
JULIAN SAUND`RSr 39810 SWEETWATER DR...PALM DESERT
Name of Applicant '(.'�Jlease print) Business Address Telephone No.
ACCURATE Op ING 27241 BURBANK, FOOTHILL RANCH, CA. (909)699-3002
Name of Contra&orNnd Job Foreman Business Address
lh
Contractor's Lice a No.
Telephone No.
City Business License No.
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class 111
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit — Class IV: See attached schedule
Inspection Fee $ S 170
Permit Fee ) fin
Penalty
Cash Deposit -Surety ANCHECK
if required N
(39750) CREDIT
TOTAL: $ 1,720
Receipt No
Received by
Date
DEC 2 81999
aITI(®r i ��Im
S
silo
PERMIT VALIDATION
PERMIT NO. 2t to
DATE APPROVED T 7,/gf;/Qq
EXPIRATION DATE 12/23/00
DATE ISSUED /Z, 77-9
Y
By %
r ` A ministrative Authority
Recorded by
Telephone: (760) 777-7075
..
NOTI: •
With proper validation
this form constitutes an CITY OF LA QUINTA
a 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
,r
DATE: 12/28/99
LOCATION OF CONSTRUCTION 47250 DTTNF PAT,Mg RTt_
Subdivision Improvement Permit — Class II I
Minor Improvement Permit Class IV
ALLSTATE SELF STORAGP SOP 96-590
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION SITE IMPROVEMENTS FOR Sketch (attach construction plans if appropriate)
SELF STORAGE BUILDING(ON SITE ONLY)
DESCRIPTION OF CONSTRUCTION UNDERGROUND UTILITIES,
GRADING, PAVING & CONCRETE WORK SEE ATTACHED CONDITIONS
DIMENSION OF INSTALLATION OR REMOVAL PER APPROVED PLANS
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIMEtWHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ 179.000
(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
Comply with all applicable City Ordinances, the terms and conditions of the f E
La Quinta and to pay for any additional replacement necessary as the result of
the time when work will be started.
and all applicable rules and regulations of the City of
work. O'
�Signat6revof Applicant or Agent
JULIAN SAUNDERS 39810*SWEETWATER DR...PALM DESERT
Name of Applicant (please print) Business Address Telephone No.
ACCURATE EXCAVATING 27241 BURBANK, FOOTHILL, RANCH, CA. (909)699-3002
NameofContractor and Job Foreman Business Address Telephone No.
Contractor's License No. City Business License No.
Applicant's Insurance Company Policy Number piiin
FEES: Subdivision Improvement Permit — Class 111
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 R 370
Permit Fee inn
Penalty -
Cash Deposit-
iretyC6_ "K
if required _
(3,750) CREDIT
TOTAL: $ 1,720
Receipt No.
Received by
Date
DEC 2 8 1999
�ITY®r LA QUIRK`,
110
PERMIT VALIDATION
PERMIT NO. 41 t n
DATE APPROVED 121�Fi/9A
EXPIRATION DATE 12/23/00
DATE�ISSUED h7
r
By %
A ministrative Authority
Recorded by
Telephone: (760) 777-7075
d afri rj;, r!u �;�sr
NOTE:
With proper validation
this form constitutes an CITY OF LA OUINTA
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 I l
-7
DATE:-7,3 r Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION J
-ti1,57r-Tr S E lIF s To ✓ .A61, V 5_PP a1 C¢ - 59 D
(Street address or Description of Location)
WRPOSE OF COPSTRUCTION Sketch (attach construction plans if appropriate)
�OZ S"GOA�Ct� 3�,W+1• OnIS t s %I ./ t -/
SCRIPTJON OF N AUCTION -16
A( ��`
DIMENSION OF INSTALLATION OR REMOVAL
inc10 d ilu JvQ .ran+s-f
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ -7 C1 00
(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:
Indemnity, -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 env work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at. least twenty4our 424) hours in advance of the time when work will be sorted.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
LA Quints and to pay for any additional .replaarrrent necessary as the result of this work.
Signature of'Applicant or Agent
Ail
• N me of Applicant (please print) . Business Address Telephone,Mob4 9 g-3ao Z
Iz,►�7� i Terry . Z 12Y1-6 R.eapw1e, (1$6,H, ,era/4 6A
Name of Contractor and Job Foreman Business Address Telephone No.
T � '
Contractor's License No. City Business License No.
r
Applicant's Insurance'Company, Policy Number
FEES: Subdivision Improvement Permit - Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3%of estimated construction coats
Minor Improvement. Permit - Class IV: See attached schedule 2774
In Fee $ 5 -5 10 PERMIT VALIDATION
Permit Fee D PERMIT NO: `t
Penalty DATE APPROVED
Cash Deposit -Surety Bopd Is--p Cop, ( 0
if requireduired �il�M�'J EXPIRATION DATE
l O
TOTAL: $- DATE ISSUE
Receipt No.
ey
Received by Date dmi trafive Authority
Recorded by Telephone: (619) 777-7075
Qn- 0 �L L2 o 0 0 o f l
The following General and Special Provisions are attached to and made a pert of Permit No.
GENERAL PROVISIONS
the following shall always apply:
ENROACHMM ON PRIVATE PROPERTY: • This permit authorizes work -to be accomplished within City of La Quints tight of
way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for'hl contractors to
securepermission from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACKI.AYING CONSTRUCTION EQUIPM r Cleated buklsying construction equipment shut 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 sham to
protect the paving during excavations. Rubber wed equipment only shall be used in backfill operations in paved areas. If the existing
pavement is scarred, spalied, or broken during the term of this contract, or if the pavement is marred, City of La Quints shall request
that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (27 of A.C.
surfacing plus appropriate seal oat as specified above.
PROTF.(7ION OF TRAFFIC: Ali excavations and work areas shall be properly lighted and barricaded as deemed neeemery by the
City Engineer or Is Quints City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the
-duration of the-prcjwL The City d a -be notified.24 hours -in advinee of any traffic detour or delineations.
CARE OF DRAINAGE STRUCTURES: Any drainage structure including cormpted metal pipe, concrete pipe, steel culvert and
concrete structures encountered during excavation which necessitate removal shut be replaced in kind. In the event it becomes
necessary to remove or cut. existing drainage structures, City of La Quints shall be notified prior to commencement of this work.
Drainage structures and open drains shut be kept free of debris at all tunes for proper drainage.
RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations sbalt be removed from the right
of way. Ail paved arrfaea ihail"tie bioomed-elm of earth'and other objectionable material-iromedistely after-bac M and'oompaation.
Existing gutter line and drainage ditches shall be replaced to their original standard or better. Ali exeeas material shall be •removed
prior to paving. Water {salter shW be used, as.required, to sprinkle the job site to keep down dust conditions and shall be used
immediately after bwAM.
DE -WATER OPERATIONS: If de -watering operations we requited and pumps are forcing water an 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 STREETS: No street shall be closed. A minimum of one lane of traffic shut be maintained at W times to provide limited
axess 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 shall contact this office to obtain the necessary permission.
SPECIAL PROVLSIONS
The owing shut apply when indicated:
NOTIFICATION: Permittee shut notify the City at (619)777 707S at teat 48 hours in advance of starting construction.
Its UMM CLEARANCE: (Substructures) Prior to msldog any excavation within the City of IA Quints right of way
authorized by permit, the permittee shall contact W concerned utility companies relative to the location of .existing
substructures. Damage on existing substructures resulting from operations conducted under this permit shall be the sole
responsibility of the permittee.
R3 UA ray CLEARANC& (Surface Structures) No work shall be done under this permit now all utilities are clear of the
proposed work site. The permittee dhall notify all concerned utility companies of the proposed work.
Rt PAVE1vIF a WIDENING: Area between the proposed concrete gutter line and the existing road pavement shut be surfaced
with inches of A.C. paving placed on inches of class aggregate subbase course having an 'R•
value of not less than and in conformance with City -of La Quints Road Improvement Standards and
Specifications, Ordinance #01.
R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shut be graded to a slope of
1/4 inch to one foot (I)..
Rb 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 (__feet) shut be
removed. Curb and/or curb and gutter shut be saw cut prior to removal. Depressed curb, mauhing concrete gutter and
concrete driveway approach shut be constructed in conformance with City of IA Quints Standard 1207.
Rg DRIVEWAYS: A.C. driveways shall be. constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be 2 U2 inches of A.C. paving placed on (�) of class aggregate bare.
Driveway construction shut conform to attached drawing.
(__R_9_P SIGHT CLEARANCE Sight clearance of 600.feet in W directions d M be assured and maintained at W times.
RIO SOH. S 1lWJLE l:- The am to be surfaced shall be treated with soil sterilizer. Rate of application dhail commply with.the
manufacturer's specifications.
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SPECIAL CONDITIONS --PERMIT N0..3110
--- JULIAN SAUNDERS/ACCURATE EXCAVATING ---
In additionto 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. Julian Saunders/Accurate Excavating, hereinafter referred to as "Permittee", shall be. responsible for
providing continuous dust and erosion control. All areas shall be kept watered down daily including
weekends.
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
they`work—site,-the . ermittee=`shali -comply-=with-City.-regulated--work—hours: =operation=and =--=_ -
maintenance of equipment within one-half mile of human occupancy shallbe performed only during
the following time periods:
October 1st to April. 30: .
May Ist 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 14.16.1.10 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
Permittee shall assume responsibility for repair of any pavement damage to any public or private
street and for any damage to other City streets or facilities as a result of work performed under this
permit.
7. Pursuant to Section 14.16.250 of the La Quinta.Municipal Code (Ordinance 10 § 1 (part),. 1982),
advance warning signs and traffic control shall be installed.and maintained in accordance with Cal
Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control
plan, if required,. shall be prepared in accordance with the WATCH Manual and submitted to the City
for review and approval one (1) week prior to starting any construction. It shall be the Permittee's
responsibility to appropriately detour and barricade all construction sites:
Special Conditions - Permit No. 3110 Page 1 of 4
P5
SPECIAL CONDITIONS --PERMIT NO. 3110
--- JULIAN SAUNDERS/ACCURATE EXCAVATING ---
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.one travel lane of paved surface shall be
maintained with flagmen 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 fo Section ;1-4:16-:370-of-the-La-Quinta -1Vlunicipal=C=ode=(Oidmanee� 1.0=§-=1=(par-t),-1=9 2=) :----
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, No. 3110 Page 2,of 4
1
SPECIAL CONDITIONS --PERMIT NO.3110
--- JULIAN. SAUNDERS/ACCURATE EXCAVATING ---
F. 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.
G. 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. .
H. 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.
I. 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 - Pe►nut No. 3110 Page 3 of 4
v}
SPECIAL CONDITIONS --PERMIT NO. 3110
--- JULIAN SAUNDERS/ACCURATE EXCAVATING---
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 1/2" 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 sawcut 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 (2) feet outside the sawcut
removal lines.
• For longitudinal trenches located. in a traffic lane: two (2) feet outside the sawcut
- =--- - -- - - removal=lines; or to -the lane -line --striping; -whichever is-;gr-eater -
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 3W' .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 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 40 § 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. This permit allows for the construction of the on -site improvements at the Allstate.Self Storage per
theapproved plans.
.19. The City of La Quinta reserves the right to revoke, suspend or.void this permit at Anytime.
Special Conditions - Permit No. 3110 Page 4 of 4