3766NOTE:
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
DATE: OCt&k*r 18. 2002
LOCATION OF CONSTRUCTION 52-975 AvwAda Villa
Subdivision Improvement Permit— Class III
Minor Improvement Permit Class IV X
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION "Ot—b"O �� Z *AtW'WiW Sketch (attach construction plans if appropriate)
iw brin 1 rbr Etna Cn
DESCRIPTION tC!" RUCTIOaNi
its Il#L. iiAa<'Xi MV is'f1I]6![1 a io11L1 aag tiwwn
DIMENS�IO�V 02INSTALLATIONiO� R MOV'AAL
rr by 1io-A
j., 01rtX2.5tt )a1vftx IMX2.5ft
SIZE OF EEXXaC�AVaA*TIOab�NEEDED
APPRO IMATE TIME WHEN WORK WILL BEGIN
0/ 20/102
APPROXIMATE TIME OF COMPLETION t5) da
ESTIMATED CONSTRUCTION COST $ DO.�
fdii attar s l coWitioneW
t
4
u vA-
CI TY OF LA QUINTA
FINANCE DEPT.
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements) f
x
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.
,f Signature of Applicant or Agent
JU" Tbtt a 41-900 ANIt" 52 / 400.772. 2848
Name of Applicant (please/ �pr.�i,n�t) j�,�,sa Business Address Telephone No.
c�x'
R.G. fi" CbMtruc AN abmw
Name of Contractor and Job Foreman Business Address Telephone No.
55045118 01451
Contractor's License No. City Business License No.
Cwttary inlr>xacm 2537003281-0
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 $ m, II
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL
Receipt No.
Received by Date
3T
PERMIT VALIDATION
3766
PERMIT NO.
4ctabler 1 a, 2002
DATE APPROVED
janwiry
EXPIRATION DATE
DATE ISSUED
Administrative Authority
Recorded by 11Telephone: (760) 777-7075
3766
A.O. TORRES CONSTRUCTION
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. A.O. TORRES CONSTRUCTION, 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 atthe end of each working day and more
frequently if required.
4. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout
the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance
of equipment within one-half mile of human occupancy shall be performed. only during the following
time periods:
October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
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.
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.
I
Special Conditions - Permit No3766_ Page 1 of 4
3766
A.O. TORRES CONSTRUCTION
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 No3766_ Page 2 of 4
3766
A.O. TORRES CONSTRUCTION
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 No3766_ Page 3 of 4
3766
A.O. TORRES CONSTRUCTION
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 t/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 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 exceeding1the 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 No3766_ Page 4 of 4
The following General and Special Provisions are stumbed to and made a part of Permit No. 3 % iv 4�
GENERAL PROVISIONS
The following awl always apply:
ENROAC.HMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of L a Quinta right of
way ONLY. Whenever construction extends witbia private property, it is the responsibility of the permittee for his coetractoca to
secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
73 ACKLAYING CONSTRUCAON EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on
any payed surface um fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street abota to
proteef the paving during excavations. Rubber -tired equipmetwonly shall be used in backfill operations in paved areal. If the existing
pavement is scarred, spelled, or broken during the term of this contract, or if the pavement is maned, 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 will cost as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas sball be *properly lighted and barricaded as deemed necessary by the
City Engineer or 1s Quint& City Public Works inspectors. Suitable detours and demur.sigm ehoU be placed and maintained for the
duration of the project. The City &ball be ootified.24 hours in advance of any traffic detoon W 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 sb&U be replaced in kind. In the event it becomes
necessary to remove or cut existing drainage structures, City of Ls Quints shall be notified prior to commencement of this work.
Drainage structures and open drains shall be kept fret of debris at all times for proper drainage.
RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backf Woperations &all' be removed from the -right
of way. All paved surfaces shell be broomed clean of earth and other objectionable materials immediately after backfW and compaction.
Existing gutter line and drainage ditches ihall be replaced to their'origiaal 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-WA7XR OPERATIONS: if de -watering operations are required and pumps are forcing water on City of La Quints roads, it awl
be the responsibility of the permince (contractor) to control this water and to provide off-street banicades when necessary..
CLOSING SIT SETS: No street shall be closed. A minimum of one lane of traffic shall be maiotsined at all times to provide limited
access for the adjoining property owners and emergency vehicles. In the event it is felt by the'permince that'be must close & street tot
say length of time, permincc shell contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply who- igdkgW&
Rt NOYMCA71ON: Permittee #ball notify the City st (&")949•7B7&at least 48 hours in advance of starting construction.
RZ UMJW CLEARANCE: (Substructures) Prior to making any excavation within 1be City of Ls Quints right of way
authorized by permit, the permittee &ball contact all concerned utility companies relative to the location of exiting
substructures. Damage to existing &uba rucmre& resulting from operations conducted under this permit &ball is the sole
responsibility of the perminee.
R3 unLJ7y CLEARANCE: (Surface Structures) No wort shall 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 paving an •R•
value of not leas than nbd in conformance with City of La QuintsRoad Improvement Standards MW
Specifications, Ordinance 0461.
R'5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb aball'be graded to a slope of
1 /4 inch to one foot (I).
R6 GRADE- CHECKING; City. of La Quints shall check grades upon recei
a licensed eogineer. . Pt of plan and profile and/or grades as established by
R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete.curb and/or curb and gutter (_ _feet) shall be
removed. Curb and/or curb and gutter shall be saw cut prior to removal.. Depressed curb, matching conerehe •gutter and
concrete driveway approach shall be constructedin conformance with City of La Quints Standard I=.
Ra DRIVEWAYS: A.C. driveways &boll be constructed as not to alter existing drainage pattern. Surfacing between'the property
line and the existing road paving sball be 2 1/2 incbes of A.C. paving placed on �_) of class aggregate base.
Driveway construction shall conform to anacbed drawing.
R9 SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times.
R10 SOIL STUn2MU The area to be surfaced aball be treated with soil sterilizer. Rau of application shall eomtoply with.tbe•
manufacturer's specifications.
u� �a•S '�`83� aQ° °�: '�9 �,�Y��o° y�� •��•D r� =�° � y s,� �E° ' ga.,
a°�Z g>o` 9 �dg 9�.0. aNa9 'b'
` R 1 �' o a rod, Y �` 7 y •" ` �.�>` ° u > as 9
P.�° �_ s ae
.Ry a� K,�g� ..Q u° yo8�. a�i9B gWo d�
Uh $�$c Y�y Maj 3� og o oy.�. Q� Bm3 �i�;� no
.9� 2 �$ �'° a oU �°r° 9o YaS 7 m .• 3�E o$
gg 7 $ y O w. .p
o.e •�'.- � o` `� `�•$ 3 $ D a �i :p 9 AY ea Y � a • as a � o .a � o' ••.
�e� 9 •�S�3y s3 u 1 oas .<$ ° 5 T � �� �8O
Y w
N i � �U7 > �r Q � •O a
0`0A xLx$$$ �09 '0.o $9 ��U °>,.. e Y 0.� Y•� o A u0 °:7s 8 S ��Qa S63 �8`° i alit So 0
Za '03 $�� bi.S� / p9G#a sJ i S a° pya 8.-
'$ Y p Y a •ow - a' a i9 S$ 9 7' 3 yY O 6 S •O Q . e C Y V J
G Y S 3 B 0 7 m xx 'S S �. y •s Y Y G 'O B. 8`• Ol B K r , V V" V a > v V L
o B8 r �__�� `u ��' B• 2a°P c a r � o •
o S a 3 a K a Y.-r 9� �e o $ gh a u g • �m o•� o
o aa o S gg o 9 y e 7 S a ° ° r ., o a a> r ,o o a Y
ge 3 o m m •? o C B u o °° r o+ •$ 'i p� u Y D Y o u o �- '.• • a Y g° 3 g 3
y
.m p v Y Y Y a > Y 6 O cO. v _ Y° p o w E 5 Yw
s 2:
a.4 a m� 9`'� 6 •� 3 gg ° o Y Y U a
Q 'o • 6 • y y F •a a >:-MO Y Y b '�
. Y "' O B9 Y Z. > i QQ •� Z u gS Y a O t P 9 ., Y a v .3 3 Y u w) � A Y y
�a YR 2 Y Q •� o .S .°1 o, $
W o 9` 'g a i° i : a° Y 9 Y H a m ( 6 0 `o `o y v Q o :.. • •3 v o y g 7 •pG •YO >
..'0
; y' v C` P Y Y aY g O O D...°.
A O ° '� O. •C S "': L oD .� (�•` + K Y Y �• '7 ° 3 Y$ Y Y 6 Y p� �^ O a >. O O°
= o Y c € Y E .° _ C o e Y 3^ U (� W n u �' a •< 2 o i B d B c a
C E �c•w.o
' 3 >. >_ p+ Y o v i '� o• u m
o< a w o �i a o, O. 9 Y'. Y a K Y Y w y .Y S °'
a o D 9 5 ° Y o• 'v w- a D s= • e. 6
Y) S
Y m Y v` Y Y p Y O • nY y Y O
>, r ou •r u' • 2 a e r_ ° Q.
> U s •` r q i$ o C °• 6 >, ° a > v .9 < m o g p ` F^ D. - o a ap O p r WD
Y w 7 Y p Y Y <• y {a
a C a 9 2 a a s _. qYa 8 y v at 7 g g 5 yr q u 2; v o y w o 9 Y 3 6 OE Y � �d
•O Y Y C° .°.. •� i O • C L Y` • '� ,O 5 w Y ` Y Q 'O jw 0 i7 y y y •4G g `
O v 9 Y a O Y C m ry Y _+ C O O Y K O. O p Y L Y •Y• a Y • O O Y T '_u > m
` •� 0. .Yc Q Lt • J 'e v > 8 '�'`o S. o qol ccm ` aa o b' _ L� Q y. r9ay ° $ N
Y ri
>� •C Y •m + Q .> D- 0. y .W O. O . 70
y 4 0 r m y w O 3 O 3 C p A • r` y •O r ► .O ^ ■ p K Y• Y
,G A. a° Y w 0. 3 mCCCO Y i Q iA 'q S� c tl Y IIYYM�M Q >, _ r Q p r. a �j
•� B 0. • N _� p 'm Y _ •u B `1 .8 = i 'O `-' ° w ^w + _Y Y C O .� • O Li •Y
Z a Y 33 >, L' y° Y� 'g `� m .- 9> $ 6: U a '°m o M r o �' fig w s b y `o
S. m Y�a a a7 $A a� r Y p a
yC u_ Y a K o a Y u` + w a ° g W
.. Q ° b •q a Y S Y � < c Y ° di a o � . `o .6.
,. _ o � �j' o � m G7 e o •p' ,'2
o p y P o b o a u ° g r a 3 $ �j I 1 b $ ZO�Y $ v p t 3
,S w q c .� B a..., }i < a E N o•U •�
(.� Y s - a ° ° U m `_ O a• 9 y < O' O Y O Y O a •�
r a O Y u° u a s u S o 'i m a oo g Z 8_ K x- y 25 Y _ < .9 �. < >, o Y 9 1i ,
< 6 a • B u e Y � o S iA t` c 0. a ova O .o v .Y O r `� o rn 9 Ora 9 o r Y • -to
•O Y . Yp • Y • p�
r o Y 9 ►- a+ ° 6 Q O Y $ w p p r S�
o c 6 O m.4 .- o o Y 8 .S o• ++ v) $ .4 ■ G�i ou e c S a a 9 SE r'-3
PG '2 y - �i g u B `'� a+ 7 8 y •> C_ Y o .- < v 70 < u W s o o 'v
S q,a� 9� m y G?G7 � S • : °a� a i o v og n 8 S o @ a e .; ;q n �� Y o a
5 ' O•Y� O G o oo UU0 . UOo 0� 3 v , ° IOoo u o pu o
u c,e o m t o
44
CV Cv1
So
nl ^,
f
I
s�
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 III
DATE: October 18� 2002 Minor Improvement Permit Class IV x
LOCATION OF CONSTRUCTION 52-975 Avenida Villa
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION f dkk* Sketch (attach construction plans if appropriate)
and trench for ir>Is tics
DESCF(I3) I pot' OF
for CTION
ll lA8 gas line alnl earSIon
)) 7ft. l~lasd dug trench aND 1 hand dug trench **see al conditioneft
DIMENS OJ OF jNS fAL ATION OR REMOVAL
jj 2�t x 2ft Tees kw hanA
x =.tt x z.
-., SIZE OF EXCAVATION, IF NEEDED
same als &bow
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TII1°I�E,_OF COMPLETION (5)
ESTIMATED CONSTRUCTION COST $ 106.00
(Including- removal of all obstruction, materials, and debris, backfilling, com-
pion and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
11t.l-�
CITY OF LAQUINT4
FINANCE DEFT.
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. ,
4
re of Appn't or Agent
Alec Tblrres 81-900 AARMW 52 W 772 801
Name of Applicant (please print) Business Address Telephone No.
A.O. Tbrrm ocnstrucuon saw as abovm
Name of Contractor and Job Foreman Business Address Telephone No.
550498 01451
Contractor's License No. City Business License No.
Omtury Im ranoe 2537003281-0
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
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
Received by
Recorded by
$ 3.00
100.00
$ 103.00
Date
PERMIT VALIDATION
PERMIT NO. 3766
DATE APPROVED October 18,2002
EXPIRATION DATE `7armarY 30, 2003
DATE ISSUED �ct+abar 18, 2002
Victor ti'=0. Alt;8ialtaA AdiviAuthority
Telephone: (760) 777-7075
3766
A.O. TORRES CONSTRUCTION
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. A.O. TORRES CONSTRUCTION, 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: 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.
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 No3766_ Page I of 4 .
3766
A.O. TORRES CONSTRUCTION
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 No3766_ Page 2 of 4
3766
A.O. TORRES CONSTRUCTION
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 No3766_ — Page 3 of 4
3766
A.O. TORRES CONSTRUCTION
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. 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 No3766_ Page 4 of 4
The following General and Special Provisions are anacbed to and made a pan of Permit No. 3 74, 4�
GENERAL PROVISIONS
The following shall always apply:
ENROACEUKIW ' ON PRIVA7E PROPERTY: Tbis permit authorises work to be accomplished within City of La Quinta right of
way ONLY. Whenever construction extends within private property, it is the responsibility of the permutes for his contractor to
secure permission from abutting property owner. Such authorisation must be secured by the permitter prior to starling work.
7RACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying conaruction equipment shall not be permitted to operate on
any paved surface unless fitted with smooth -faced street pads. All mechanical outrigger shall be fitted with rubber street shoes to
protec( the paving during excavations. Rubber -fired equipmeot.ody shall be used in backfill operations in paved areas. If the enisUng
pavement is scarred, spelled, or broken during the term of this contract, or if the pavement is marred, City of L Quiota ssball request
that these portions of road be resurfaced over their entire width. Resurfacing @ball consist of one coat of two inches (2; of A.C.
surfacing plus appropriate seal cost as specified above.
PROTECTION OF 73LAFTIC: All excavations and work areas @ball be properly lighted and barricaded as deemed oeceasary by the
City Engineer or Ls Quints City Public Works inspector. Suitable detours and detour aigns shall be placed and maintained for the
duration of the project. The City shall be notified.24 bour in advance of any traffic detour or delineations.
CARE OF DRAINAGE SIRUCTt)1tESc Any drainage structure including corrugated metal pipe, concrete pipe, peel culvert and
concrete Structures encountered during excavation which necessitate removal sball be replaced in kind. In the event it becomes
necessary to remove or cut existing drainage structures. City of Le Quint& shall be oorified prior to commeacement of this work.
Drainage structures and open drains sball•be kept fret 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 •right
of Way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backhll 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, ss required, to sprinkle the job site to keep down dust conditions and aball be used
immediately after backfiU.
DE-WA7IIt OPERATIONS: 11 de -watering operations are required and pumps are forcing water on City of La Quints road&, it shall
be the responsibility of the perminee (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 fell by the permince that be 'must close a sweet for
any lengtb of time, Permittee shall contact this office to obtain the accessary permission.
SPECIAL PROVLSIONS
7Le following shall
Rd NOTIFICATION: Permittee shall notify the City at (fr")?"-74W&a1 least 48 hours in advance of starting construction.
RZ MUM CLEARANCE (Substructures) Prior to makiog any excavation within the City of" Quints right of way
authorized by permit, the perminee 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 @ole .
responsibility of the permittee.
R3 LnMITY CLEARANCE. '(Surface Structures) No work shall be done under this permit until all utilities arc cleat of the
proposed work site. 71e permiuee 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 aggregats subbase course having an'Ra
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 @hall *be graded to a &lope of
1 /4 inch to one foot (1).
A6 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 CURE REMOVAL FOR DRIVEWAYS: A. portion of the existing concrete.curb and/or curb and gutter (_feet) iball be
removed. Curb and/or curb and gutter shall be saw cut prior is removal.. Depressed curb, matching eoacrete •Surer and
concrete driveway approach shall be constructedin conformance with City of La Quints Standard &M.
Ra DRTVEWAYS: A.C. driveways shall be constructed ns not to alter exiating drainage pattern. Surfacing between the property
line and the existing road paving shall be 2 1/2 inches of A.C. paving placed os (_) of clam aggregate base.
Driveway concoction shall conform to attached drawing.
R9 SIGHT CLEARANCE: Sight clearance of 600 feet in all directions @ball be assured and maintained at aL times.
RIO SOIL. STERI IMU The area to be surfaced ahall be treated with soil sterilizer. Rate of application shall eom nply wilb.the
manufar:turer'* XpMificatioss.
P.
0 w G•
0.«g'• .Y°'a7 a.` 83°. 5''a ?a9
`y 4, K7b� ..a .0�o� � Mal
-a�
aa9 avSa Y a'S y9 Y D8 °3 v $1.°>� °$.'o. 1� 9m F4 «0 ■ `, O
99 r9� 2 a �7 yz i'°•�� o `oU ` °�`• 9 ° p m .. °:. .39 a $
O� � r C�� 9 S J� .7 O i � A � �Q p Y L 4 r Y r� a r 'q � d �i � r .� 0�$ y 0 .$ °Y Y ,9 •�
0 9 `• � a 9 >`' a 9■� 9 a Y=�' 3 2 �' u e+ o �a`y V 0 Sr � Y� 3° m o e a
v3i•� � T°pp yoYu g °'� 8�e !yj�� 3 a $ 3•> •oe L'� ■� 2 � � �'`' 0° �•>
•e B a r° Y ii O • y y 'r 3 i. °' .� V Y O C O a y 'O .yj a S •� 9
A 9
IL
Y a 0. to � � � kc
p
oa93�9 Y YIL 0BY _a0 : m '�a < o`
o $� b U x C 9 a i 0 o y a o� 5 p �2� 9
c a 8 I$'� o e A I ° « u gg zgsa s9> °xg';.9 YY ,■ e�Y egg �80 ° > �� Y88■h
o <>.� •$'3°, 6Y $ 2aa .ofi9 v>;_u ��g-• 3 ° a < a a'•io �'o 6e
9BvUi c g . m o o
°. •7 gg �. C u al 0 Je •i a 7 .a a O ... O ° y> y m O ° Y
h u Y D o u o Y `..,, g o
os 9 o a a ■ a o mUy- � y � ��` m� �7 9 ` p.0 v�' C >a a o' 3 all
3�roZ
a0 O � •u y @ b 8 st .O ° W • q � � K p Y � a ` • ° � q C• 0 . y �
s 3 2^ a e S ■ a .° c m•c u `u 9 O 6 `0 ° Y o as �i y a a 0.• Y U g °r a �i
E j o o 0 9 y a •• > a Q Z ° a o f t Q ?$ o v y a s u ; y 9 a = a 9 5 9 j A fi� c
�Gj �o Bau o� u�Z.YQo ■oo.�. 9 a 2� 1 E 9 a o 9$ o ,� Y O s y•r
y Y `o g p 3 y W o 9 — S 2 L O Y >, u `' v o« O O i
a �,j a 5 g a i $ o Y B o m fi o `o o gg fi• ii • '3
m_ `0 5 g v C $ cr Y y m o o a °._ o• �i 3 u Y = $ 7 A
= °a S �, •° J; y S K Y 9 �' ° 9 .°� u u fi u o 0 0° d i> a o c .� 'a 0• c '� 6 a a L' R o e u U v w '�' �' a a< a a i e 8 = 2
ou a s Y b Y_ $ .. 3 a, o, o v■ — 9 — 0 a ,0 c
h a 9 o g IC>cc , 3 c 7 0. v o p u=° 9 > 4r1i9y u v 2 0 u m
9 0 0 a a s ry > �i o o< u w o a 0 0 3 O_ y Y' •O u° K ` y y y = S C $ a o o iC
$y•C °= Wa �"..a va°r a'o� a y • 8`�
Z a su a o >°, D e = c m .0 $ t t ■— u `o •6 5 9 3 `o u■ e° a q� s m° u
Y 2Z _ Y O
Y r 5g a ,y,'C p v6 3_ c s, ° ■ u t` a S> as > W
p 9 y g �o° g A. a 3 v a i o B o Y Qp
y •q T .Q 'O 's ,H Y y■ 'y ` Y B v• A a Y m y '0
c ° g a :0:° > C r O _• G_( -• O Y ` a u q m e
u o 0. K �' Y a y v e ?` y Y '�°•• 2 .� 0 0. o. O p m s < o, o > ° C ,C>' p Y g
Ga`o B C W a� r.� x ° i c u,00 Y $ y OS L+ — oD fi5N
Ip Y r Y d 0. 0 Cp Y ■ y.• V « Y r e •C • ` r Y
u u g 0 C ■p y O y 0 3 c° 0` O v ■ O
°.. Y ■ 0. m u o 0 ai ■ _ 0 _ > t gg Y G 'p a 0. •y
� g v orb B A. 3 °u " Y 3 K o o a 9�� 6 s 7 ■� g° a S r Y d �° i Al■ o.0 3 y s y 4 O
a 3A h t. Q a m i�G fi v $ Y
a.Ep=o`°o o rp 8 3w v� �! � „•� o
O a Y a « m 3 >° Y .e p i° 6$° o •t o 0 0. U I + L` �' Zo= Y i s o° m o
b° 7� '� 22
c U> ` q 3 q u < 0 . 0 Y I o p< 0 552� y ply ^ °.. Y C r 9 S Y Y 0. R$ o
l-+m3 Og °uO u ° go u.�75a o a a 9 Z B�� Z y�` p,9 �. <>,b
a 6 Y y it — C $ h C, Ela o 'C a o'q O 'e _ "u O° ■ tr n 9 < U v— B Q
= 0 o a 9 Y o 9 h^ — o o r 9 o G' y • a o tl (J E a W3 �j a s ° o o + u o p s 9
pG eG?UKJG o f ^ y o y
Oa o y= o m a� o m' a �� •y: a s aa$ 6 6 @ a 8o" a Y c
m P<r `o r .9 u w ruc s <` B ! r < u B �o '� O 'u a O o o �q ° a ° I oOo y 8 u a
ao 5 u B W 0 $� iq5 ■ 04 oc $5.- U .4 av) UODU � E7 a f� � F. Yo °Y F a IL F«'��° Ja n u
.-i N
1-4 ON
--f'---'—_. --'—'--'---__--------"------'----..--..-----_--'-----
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
lSubdivision Improvement Permit — Class III
DATE: ` 2' Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTIONIts►`"
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION u Sketch (attach construction plans if appropriate)
cog-S L G_ X
D SCRI TI N OF CQNSTRUC ON 7 6
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF, EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN. WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION n�Y 5
ESTIMATED CONSTRUCTION COST $ fd
(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:
c
W �
Indemnify, defend• and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting' from claims or court action and arising out of, any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work.
Signature of Appli Cal<
Agent
Name of Applicant (please print) Business Address Telephone No.
Name of Cantractor and Job Foreman Business Address Telephone No.
4 lK X
Contractor's License No. City Business License No.
. . Zz� —&Z\j Z —k-w- j - C;� /— I I
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class I I I
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit — Class IV: See attached schedule
Inspection Fee
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
$
$
Receipt No.
Received by Date
NO NO
PERV NG
_J
By
Administrative Authority
Recorded by
Telephone: (760) 777-7075