4408NOTE:
With proper validation
this form constitutes an u
f
encroachment permit
CITY OF LA QUI/NTA
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: 14av 31. 2005
LOCATION OF CONSTRUCTION South R
Subdivision Improvement Permit -Class I II
Minor Improvement Permit Class IV
a Quint;a Drive and Washington, St.
SDP No. 2004-811
��. J ,
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION P-2040- l4rr+�iriv�Cltnrs+� Sketch (attach construction plans if appropriate)
Dr i 4.n . 8nvi nw .
DESCRIPTION OF CONSTRUCTION Site itnt�rnrsrarnnn4a axe.i
Crnflincr fnr 2.a 0114"t-n l c.rl� r•ka1 -
�
DIMENSION OF INSTALLATION OR REMOVAL pats o4n6t3 '
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION R-11 -*0-gy 9006
ESTIMATED CONSTRUCTION COST $ 269.617.74
(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.
N,
Signature of *-pplicant or Agent
Name of Applicant (please print) Business Address Telephone No.
JD Diffenbaugh Inc. 6865 Airport Dr. Riverside, CA. 92620 951-351-6865
Name of Contractor and Job Foreman Business Address ( Telephone No.
9 C1
Contractor's License No. City Business License No.
Applicant's Insurance Company ' Policy Number n _
FEES: Subdivision Improvement Permit -Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit - Class IV: See attached schedule
Inspection Fee $ 8,090.00
Permit Fee 100.00
Penal As —Built 1.000.00
Cash�Deposl,t:Surety�(3.ond
if required
TOTAL: $ 9.190.00
Receipt No.
Received by Date
U.
JtIN 16 ?005
C/Ty.�F
N O4 rrA
PERMIT VALIDATION
4408
PERMIT NO. // _
DATE APPROVED y/�-5 L? S7
EXPI ATIO DATE 5 /06
DAT SU O 16
By
Administrative Authority
. Recorded by
Telephone: (760) 777-7075
Ar
IFFENBAUGH.
Professional Constructors Since 1950
June 3, 2005
City of La Quinta
78-495 Calle Tampico
La Quinta, Ca. 92253
RE: Ms. Mary Larkins
To Whom it May Concern:
Please be advised that Ms. Mary Larkins is an Authorized Agent of J. D. Diffenbaugh, Inc. and is
therefore empowered to sign for Building Permits or other forms requiring signatures on behalf of J. D.
Diffenbaugh for the City of La Quinta, County of Riverside specifically for the La Quinta Medical
Center.
Please contact our office if you have any further questions.
Sincerely,
J. D. DIFFENBAUGGHH,, INC.
Hawkins
Attachment: Notary Seal
J0ANE MARIE RODRIGUEZ
Commission a 1365540
Notary Public - CalftMla
Riverside County
MYCornm E)Vms Jul 20, 2006
6865 Airport Drive Riverside, CA 92504
TEL909.351.6865 •FAX 909.351.68180
www.diffenbaugh.com
License #181805
c
O
PUBLIC WORKS DEPARTMENT.
APPLICATION FOR PERMIT
Date: ;r& tj z 7; Zoe>
Location of Construction: SC-- Conn - ✓-- o T /-.r, Icy � Q� , ,ti% VV7
�tJ�tsk e,-, . s QP 13g. zo 0— 8
tj
Purpose of Construction: Cv ris fr t.,ctJ%j 1 l0(1 rnrvri1P I
4ai-- \ 1
IDescription of Constructin: 51ge- e-llfs � e ✓-aQ(1�. 4Frf
4w ow,4..-- Mc—lics.7
Dimension of Installation or Removal: Q S OS Z,
Approximate Construction Start Date: TO 11L e, . Zoo J�
Approximate Construction Completion Date: Fc b- ru a�Aj ZGb (r,
Estimated Construction Cost: $ Z 6 -is 4�6 t 7. 74
Estimated Construction Cost shall include the removal of al obstructions, materials, and debris, back -filling, compaction and
placing permanent resurfacing and or replacing improvements
Contact Name:Phone Number: q S! - 3 S! -6845
Name of Applicant: D1 FFeh bavcr� � ,��v""2:)
Applicant Address: 686 S 'A,rm r Dr. .E'� ✓�rsi e !¢ SZGo 2
Applicant Telephone Number:
Name of Contractor:'
Contractor Address: 686 S r arf r r l c CA,26Zo
Contractor Telephone Number:
Contractor State License Number:
Contractor City Business License Number:
Applicant or Contractor General Liability Insurance Company:
Applicant or Contractor General Liability Insurance Policy Number:
Off -tee Use Only:
Inspection Fee:
IF5,010:0J
Permit Fee:
As -Built
Deposit
Dust Control
Deposit:
Credit
Amount:
TOTAL FEE DUE: Jq q I g n n '1
Office Use Only:
Assigned Permit Number:
Approval Date: l V
Expiration
Issue
Date:
Administrative Authority:
3,2,
� 9L
`k
I�
l - f'.. 1
]D)cessij�r�l ]D)ceUce]Lco> »r�nl(e�r�lttl�
gg) ]p
• `•.♦
2
CIVIL E.N7 );NEE.RIN'G
L-.AND
PLA�.N
WIN
G
LA° QUINTA MEDICAL, CENTER
ENGINEER'S ESTIMATE.
-5/27�/2005
-
GRADING
Item Unit
Cost/Unit
Total Cost
1).
Excavation - 4,000 CY:
$ :
1.50/CY
$ ; ..
6,000.00.
2)-
Finish LS:
'
3)
Export 3,000 CY.
4.00/CY:......
$'., :'
12,000.00'
_
-Sub-Total:,,"'
$
-ON-STTE IlVIPROVEMENT&,
"
Item .. Unit.
`
CostlU
Total Cosit
1}
6" Median Curb : _ <2;817 LF
$::;"
3.50/LF.:
$
9,859.50'"
y
2)'
4' Valley Gutter,. ,-, . _ 921 LF
$ ::.
8.00/LE. _- ;,
$ - . 7,3168.00'
3)•
3" AC Over 4.5"'CAB 80,637 SF
$ ,'
1.05lSF: -''
$
84,668 85
-
4);
Commercial, Driveway. 2 EA1,900.00/EA.
$;
3,800.00" '
5 )
Curb Ramp :` -5 EA f
$
900.00/EA:.`-`
$
4,500.00." -
6)'
4" PCC Conciete Walls r r` :4,650 SF
$:
r
1.80/SF
$
8,370.00'.
7
Sand Filter:&'3.0'`of-Leach.Fieid` ,> 1 EA: -; :
�.
.15 000.00/EA $.
$
8)
8" In line Drain &,.Cove.. 6 EA- �='
$'
200.00/EA
$
1,200.00 -
9) ..
3'x3' .Catch Basin &.GFate: 2 EA:` - `
$'
800.00/EA. '
$
1,600.00; '...
10)
.R99A Sign' 1 EA.
$::
200:00/EA .,
11)
R99 Sign .�. I EA
$^
200.00/EA.. ,.;
$
200 00 <
12):
RIOOB`Sign., 2 EA,;' '
$t-:'
200.00/EA:a
$:
400.00
13)
6' Wheel Stop ^ ` - 5 EA:' ;`
$;-.
50.00/EA:�
$: •
250.00. -
14)
. 4" PVC 455 LF
$
20.00/L.F:'
9,100.00
15).
18" RCP 31 LF:
45.00/LF:
^' ; t
16)
12" In Line Drain&.Cover'; ' 4 EA.
$ ` ' .
250.00/EA: ", "
$.
1,000 00
17)'
12" HDPE 666 LF
$;. ,
25.00/LF:; :
$;'
16,650.00 - .
18)'
Remove Existing, Curb;,Gutter; efc: ,1 1;S: _: ` $ °-
2000:00/LS.
$
2000.00
19)
Repave AC = ` 280 SF.,::.:::
1.50/SF:.;`
$:.. _
: 420.00; .;_
20)
Sidewalk Ramp . 2 EA::
$.:
900.00/EA:. " .
$:-
1,800.00°
21)
R-1 Stop Sign 2. EA:.
$'
200.00/EA:
$ --
400.00
22)
Hairpin Striping-. 1 LS.
$: ' 3,000.00/LS:`-,
$'-,
3,000.00::',:•.:;. .
23)
4" PVC Drain, Stub 2 EA:
_"
200.00/EAi.`,
$ .
400.00. ,y "
24)
6" Schedule 40 PVC 20 LF.-
$
22.50/LF.
$; .: °
450.00'., =
25)
Blue Dot for Fire Hydrant'` `- ::: 2 EA:
$ .:
50.00/EA;-. ' -
$.;=`
100.00'
26)
12"x12" TruncatedDome Tile: ,';`: ..• . 120 EA. ` ; ''
$
20.00/EA. � '
$-:
2,400.00'"
Sub -Total::°
$� ,
176,531.35v, -
79-440 Corporate Center Drive • Suite 107 • ,La Quinta, California.92253:-4,(760) 771-6237
Z.
• Fax
(760) 771' 623&
OFF -SITE EMMROVENIENTS
-
Item
Unit,
Cost/Unit'.
' Total. Cost
l)
Construct 8" Curb & Gutter per'
City of La Quinta: Standards, 202
L
268 F:: '.. '".
$
1.2.00/LF'..
$ . 3,216.00:-
.2) •
Install 5:5" A.C. Pavement over
:..
6.5" CAB
: , 2;122 SF::.:
$:. '
2.05/SF::. '
$ .. .,. 4,350.1.0'
3)
S.awcut2' from Existing Edge of: _ s '
•.:
; "
Pavement :.
275 LF. :..:,
$:.:..:
2.00LLF
$ .550.00
4) <
Construct Curb :Ramp: Case "A` per
'$
4
City. of La Quinta Standards ..25U ..'
.'.. 1.EA: ,'- " ;.
350.00/EA:;.-...
$ 350:.00:
5)
Remove. Existing Sidewalk
1357.;SF , - '.,
$'
1.00/SF: _
$ .. 1,357.00: <..
6)
: Construct V Sidewalk per City of
La Quints' Standard.245 _, .
1;247 SF: ,, -
$
1.80/SF..
$_:;': 2;244.60' ,
„7).
Remove. Existing. Curb '&:Gutter -
''275 LF
$
5.00/LF:'
$ ' '. 1.375 00
8j:
Relocate Ekisting:Palm
2 EA.'
$
500.00/EA;T,000.00
Construct'8" White Channelizing.
:
Line- per Caltfans Typical Detail 38'-
154 LF
$
-2.00/LF .',.'
$ .308 00
10)::
ConstructR3=7.Sign.= Right. Lane
Must :Turn Right
200.00/EA•:: `.:
$; : 200 00
11')
Constuct:Type;N. (RT) Arrow per
Caltrans TypicalPavement;llrlarkings
per Standard'.Detail A24A
2 EA
$
100.00/E, '
$ 200 00
:Sub=Total
$ 15;1S01b
'
Total.
$ 224,68145
j 20e/o Contingency
$ 44;93�6 29
GRAND TOTAL
v
0.266 2 m
Y
ARCH`31, 2006
OF CA1.�FOe'
.
...
- ,
.. •. Vic.
-
j
`
A AV EMV: ID e, s -ii LD)ceVice]lco> pme.]WL,.,111nicc
'. _ •
C.IVI:L :E.N'_GA,,N'EERIN`G.": ♦
L.A.ND
PLA-.NN`4NG
LA-QUINTA.MEDICA ,-CENTER
ENGMEEW S ESTIMATE.
-5/27/2005.
GRADING r..
Item Unit,
Cost/Unit'..' ..
Total Cost',_ _
1)
Excavation 4,000 CY. ,
$' .
1.50/CY :
$::.. `
6,000.00 '.
2)
Finish LS ' '
--
$:.-
15,000.00:
3)',
Export 3,000 CY:
$
4.00/CY.: ; ...
$,.. `
12,000.00'
-Sub-Total-
7$
''33,-000:00:
'ON
-SITE IlVIPROVEMEIVTS °,
Item' " . Unit ; -
CostlUmt
Total'Cost'
1)
6" Median Curb ;2,817 LF
$
3.50/LF
$
9,859 50
.2)','
4' Valley Gutter' :', , 921 LP'-:`:n
4
$
8.00/LF
$ 7,368 00.;
3)
3" AC Over 4.5" CAB 80;637 SF
$ ,'
1.05/SF
$
84,668.85;
_.
4);
Commercial:.Driveway 2 EA?-�-'
5. :4;900.00/EA.
5);
Curb Ramp . " .. t. , ` 5 EX',.`,,
900.00/EA
$
4,500 00
6)'
4" PCC'Concrete-:Walk f ;4,650 SF
$'
1.80/SFr
$:
8,370.00= s
-
7
Sand Filter: &:' 3.0'' of Leach", iehf..' 1. EA: ':>%-
$. ' 15
000.00/EA:; .'.
a
15 000.00
"
8)
8" In line Drain 8 ':Cover 6 EAt
�'
200.00/EA'
$:
1,200 00 .,
_ .
9) . '
. 3'x3' Catch Basin &.Grater 2 EA
$ °'
800.00/EA
10)
..,,
.R99A Sign" 1 EA
$;. ;`
200.00/EA
$' '•=' 200.00:-
11 •)
R99 Sign 1` ,1 EA
.$
200.00/EA
$'
-
200.00::
1.2).
_
R100B -Sign.'. 2 EA,
$ ; :' '
200.00/Ek
13')'
6 Wheel Stop-. "`' S Eta:'
$:
50.00/EA:_
14):
4" PVC .. 455 LE
$
20.00/LF`
$
9,100 00
15 ),
18" RCP _ ._ : ;:- :, ; 31 LE: ; _
$ `
45.00/LF
$ .� 1,395 00
16)
12" In Line Drain &.C.over` °= 4 EA:
$.
250.00/EA
$.
1,000.00 ;
17)-
12" HDPE ' , 666 LF`.
$.:.` ..
25.00/L,E
$.,,
16,650 00 "
18)'
Remove ExistingCurb;,Gutter, dt ..1.''LS!-; $
2 ODU.00/LS.
$'• .
2,.000:00
19)
Repave AC '. ' t - 280 SF
$;
1.50/SF
$;:• "'
420.06)
20)
Sidewalk Ramp 2 EA
$
900.00/EA
$: =
1,800 00 _r
21)
R-1 Stop Sign 2. EA....
$
200.00/EA:
$ ;
400.00:: '
22)
Hairpin Striping 1 LS..
$:= -A3,000.00/LS
$
3,000.K:'-.
23)
4" PVC Drain,Stub 2 EA :
$. "
200.00/EX I„
": '
400.0.0.: .
24)
6" Schedule 40 PVC 20 LF. .....
$
22.50/LF.:
$;, ..
450.00?,;
25)
. Blue Dot for Hydrant 2 EA:- .. -::
$:.
50.00/EA:='=
$.;:
100.00 ''"
26)
12"x12" Truncated'Dome Tile: `' 120 EA..
$''
20.00/EA. ' -
$=`
2,400.00'�
Sub -Total:::
V'::
i76,531.35 .
79-440
Coepocate
CenteP DPive--• Suite:107 '-'-La Quinta; Cal ifornia.922S3--,(760) 771-6237
• Fax
(760) 771=6238: `
Mal " _ -
_ _ +1. Y� . i
:. - r ..
•fir
_
- ..
.- ...
::.. , : OFF -SITE Ill PROVEMENTS
.
_ , ..
I.
. ... ..., . . . . . -...
hen vwt s.
.
CostLUnit ; Total..Cost
ly Construct 8" Curb &Gutter<per.:.; . +. ' ' ,.:
'. City of La Quinta:.Standards 202` . ` :. < .' . ' ..268 LF
$
12.00/LF...,;" $ . :3,216.00' : `'.
. ..... 2j. Install: S:S" A.C:: Pavement over . .
..,
.N.
_
:' .6:5" CAB `.._ 2,1, -
$:. :.
2.05/SF $ 4,350 10
:3) ..Sawcut T "from Existing Edge of b
.
Pavement' > 275 LF
$
2.00.' P. $ . ..550 00 „..
4) Construct Curb ,R p "' "
am Case A ,pet
'
City: of I:a Quinta Standards.25U.:' .: 1 EA::
$
35..0:00/EA $+' ' 350 06
5) : RemoveExisting Sidewalk ` '`1;357:SF:: -
$
1.00/SF $ 1,357.00.
. 6� ..Construct:8'-Sidewalk er- i -of '
:' P, tX
. : .
La Quinta•Standard.245'.., : 1,247::SF
$
1.80/SF $�'`.. 2;244:6U':
7> Remove Existin Curb:&: -Gutter ' `.` 275 LF: "
5. 1 375.00 :`
`:8 •;: Relocate.Existin :Aalm - 2 EA -
'. ). g
`: $
500.00/EA.: $. 1 000.0.0 ;. s,-`
,.
. ". _
. . .. '. �� ' ..:
.. him
9 , . Construct 8': White Channe g'
":.,_., ".....' ine Caltians.Typical Detai138' 154 LF
-::.:.
2.00/LF $ 308:00
:: ...L per
,$
.. .. ..
10 ConstructrR3=7 Si -'R t" an
. L e gn gh
:' `.
'Must .-urnaRi t r' 1 EA='
g
$.-
200.00/EA:':, 200.00 '
$
. ,.. ._;
Lf• Construct P e:IV w t
Yl? ... (RT) Arro per
,. s
.
Caltrans.Typlcal Pavement,lVlarkmgsa
. t
er .Standard`'Detai1 A24A' , , 2.
p EA .
$
, ` .
100.00/EA $ 200:00:
.... , ... i t. -
r S. ..
i
f,
4,
' '' i ` f
cc��aa ,,��■} @@ -�q sy►
SUb`lot4l' .�D.. �': `T '1501A t 1 ,.i:
f
v
i>
;:1. '
:. `,
.,r
•4 4 Total. 22 68I.
''`
4
. n :l
1_
:f.:
._.... , . r
. ,.::,.i ... . t:- :1'':� 1'
�f
., :.:e
—
—
, . Con�„Ren $ 44; 3�6 Z . ':
`�"6
r
'
,.:.
/'
k
GRAND TOTAL $ 269;617:74 -
":,
-
s
q
I . ::'
!:
• :.
is .... ' .. . ' . -. S ,
..., .. r -.
—
1 '
"�,Y
.. ... .. - r .. ^•
y . .
. . .. ..
— "
. ...,.,.. .. t f.,
....
— -
- ,
. ,. .. .• -:....
.. I - , 1 1N,:.
_
• .. . ..
- ,.. .. ..
. .,yK.'.
'
'O.,,r
ONE`
'
{ r
11 ,
A :.
`c•yp Wq ;r >4
..�tA
0
L 4
.
o:26662, m,
i : .J'),
.. . ...
',..:.
- m:
MARCH $ 006
t �'2
k
ff -
� .,%..QFE
-
Qlvl\. - �\ �' i
w il
`
,'OF - CA CA1.\FOP . < . •':
':::;
. -
;
7 L/
-
t t a
tp
.. '
..-. w .!
•J
... : ! ,
' - L: , .
. .. i .. ..
Y'
L ,1
fI
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA °Rpim fO1OnOMC
LA QUINTA MEDICAL
CENTER
517E
SDP #2004-81
1 ma
QUINTA
•GRADING
PRECISE GRADING PLAN
NOTES: '
'
BEING A SUBDIVISION OF A PORTION OF THE SE CORNER
OF WASHINGTON STREET & rm d•o.0 rm.mmm w „[
INDIO
7
LAKE LA QUINTA DRIVE OF SECTION 30, TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M.
---------
--_--_—__-__wo>m°OmTIDi°C
-------
NORTN
VICINITY MAP,
WASHINGTON STREET
'
uw .m n[arauG. ioTu, mrPaID x m rt[.r,o .wero ..m ,.r oru m •nvn.,
BASIS OF BEARING: -_-_-_-_______
auRVlcs ,rs D,scD w - - - - - -
--"---------
OWNER/DEVELOPER:
- - - - --- - �_- —_
_
_ �� .__ ��
�lTr-
•_.. ...-'-----_-
,•c tm rii (m-rro"r s Sao sr,ux ,r cwD,o. _ ^mem
`Pm r/,oN sµi+s n+u rui nu ��
sT - ,K
ME 4NhRNradulau
eulnsrt caRrnlou wexT, owK IIVNc renrsrr
- -' - -.... , ..:.
"''4°0 zss - - - -- - -
>s-se: sur aom sd¢r oW w ,exros-ae _ - 8 �
c„ (7 n-n 7e•, BENCHMARK:
ruD (IDeo)m.-zdz P w m r w.Ku - -� - - __ - o�' _ -' i j '/�
- -:
,sn � Da.•nm row, ,.r.:, D::os im..,.e nDm�: PD, :.a.,. z.mr.,oe .° ,K' --
- - . ,.,..., n i M o, °"".omo".
NOTES To. IT
APPLICANT: �iRzsn• KIm .w
wsaeerwl sm¢r �I
•snow
- ro r_ k _ o .I�
I , xa ' .� �,1 -
"� I �I � 11
uwu,oc •Ic. o-'m .
,veers Rauh savE w ar Rx,r r .aDvn n ..F..r ox°wm
Drat u a ,Lss uw[ss orrmna5[ s„°rr swami mu a w° arn°°w
s� G ,m r .
�SODwc'"u ism ESTIMATE OF QUANTITIES:
15
;;y r I
S {y`A
II'
Doe r R m�mr�n .gia .�nu•M a�m[ mm. d
ro n�� mrz
RvdNa
,NDO
Cw. r,dRvlsIbew7_mbeD s BwRaafW rK 6,h n
��e�
NOTE' cMm,e •,[° mrtnNL °[ �.dw • ..c Da, u• ,D- .m,wr.
uwa°wm.� °WL•rvw.S'V's°1i1 4C°mx°d°MWr[ dKf rt°�aMOIR M on
WdD
�n
- -
�.Nn
_ _
NcaRsBmOIrK
eFwwR"a
Ea 5
x ru[
ENGINEER: w iss rw mDmm vuwesGv
- I'i �;
L7ji,.mw .ca smPE
A. w r,Plc7a m-rn -
ARW�Wbw,FDYK E
u D((wiw77 a ezzv FEMA FLOOD ZONE:
li rI�
TEST
LEGAL DESCRIPTION
m >K owmWwr.[•wsp .•.a
FF"7ilmo)m em7
- zm
.ui
NMR . a Pum2 uu zmn ,s ,YID roar.
"'OSR..
mu P ,Ra am7m-aaose
Rt� ulc tR. ,En
kr
PARCEL 4 r .I I
sow az •T P.gs v iwlww ee n vwm ,w c: uw ,m a Damp �[„m n m • w ,`AN1,a :-w a°°cmnsTF'�°
u,vs lacwn n Ww�c ww uad a.. °On
ASSESSOR'S PARCEL NUMBER:
Y I 1s�1I
FF = 62.7 - �_`
t s - �.�IS �i"�`--
eF FDa°ea m o T wo,r m°�pAmn aenn'u ,e
NOTICE TO CONTRACTOR:
rwm,l n e•a-zoo-Do. c-
PAD = 62.2 _
_ - • � , 'ell
cwTRnciw vuu K,en .0 oavanws rno ou,7Hsws m „[ sS m wu u'�uslac •vmm�¢m ...,+c
`"E °"s,a" °ww
UTILITY PURVEYORS:
I
w
-. .✓,� - -_ - " _
ro n¢""owlmlmm'r a ro
_ om®' °.'+"e"oc "" "moo"'
CITY of LA QUINTA srNoe7D 7wr ,ar a erm rway
wsetRc vvonu wzimer - eo-sae-sn, 1' F
1pID101t `�0N-7°o-°°'-t7tp : • ' 1
/r, � � �'i '
-'� Rrollamr Nor
• OSO42 m°eae ,a�me•,ean, n z,m.,m � �,dnm
�ala�aO4d°�ir .m641 c+°t , weoew,x ,m omrm m urwar omm%rt n[ reaicx+.
SIGNING AND STRIPING NOTES: ., n Imonflwr.rw7w °x,d7"n"[mnwc�1pa °ou m'e"n-"'[
WS M c,i CYbYIY - 7W-N,-2W _ -
C,eIL TAX rNdpt ---Nw-Sib -
'�/ _
_ i �_l% 2 - .v,uH,L
d r
LEGEND GRADING QUANTITIES
m wo[•m TDP d asm - _— -- —
_
_"°'µ,F�"ocme
' i GENERAL NOTES:
n m ru®[D sRa,a obwr - aam n -
o nwuhs mslDm orn czc7.r,nwl - Rar IaDUD® SOILS ENGINEER'S CERTIFICATE INDEX -MAP
mP Dm[,h9 Rrv9,m w,DE SNnew,a . ° Cv
udGhS Rawl PmIT RE.( y nas d,dF N.w ,.e
SUR90p L _ D CY p
dO� cartet,Yn u,m wtsw aP d u w»,: n•,o,l°w.Rrts w",ieuws, n
z urw u.Ror•.. ,,oa Na r.,m rd ; ,Yum m, m °��,eDe rmr . °, , "' rTM n< s,unam n.RSM ° can d
n aws tm mx .
• 2 rt 9,•u eF n<l,n a „a
•,u D mn'�FWceie�°06Oniu
O[m•ctm,� [tw
® udGh9 d,DE BIaAR riNDi, elm5iulnK wnrwR•Na rM
eY h5 ,RRgti RdOwF prv,nw ...., .. IRE aEm,Dmlo n wR =I REPdT
..
D„fD DCF�iDDFA ,2 MD, „m Y.WNi7C
R o�mlum vm nn.nw .. �� ,h ISTrzR D,rzD xm+ern .. zeD.
ao vm,c,rts a a a /'/� •! •.. , ,� / scat r . ae
w omit, °. / `' •:.: .. So at
"/
art d a,7.nwa v eF tKK�✓C"OFr /Ta rdimT"[C� m,u f�V"wO uo
r•wov , � rwne car a aa[en.
d m�A•C,d m 7w.r m ,K m s m7+d'di,
4O'm,D I. .. m, To,
_ „ Y M �oaeun nIT
FOM1`s iuuwm ,°, .,� ado,D.m�,
I.u n[ IT.,onm ®Fmtc,mrs .,° n.w•w ti..s °.as .. a•.. , .0 eoo.rs ,s eoa.em Fr ,K on oF,A oar d or,m mrwae
srFOFm.
d °r,.w •,D
nr INwc.rts weuc rTun uso[Nr 5` / - •-��- x¢
\� a,mcR�
RI RWrT n *Al \`u:i
fwff E um,uas f"cYENT our DEmIi, c, viil,h
.� o
snoFc�� .mn ,,.armx •w ow[ conari.,°�wo n,1L,°m�`st dw nw[ +am urwrc .e m a. dnrc a,m.o
':
r�iai lU Rv m a ,i AT- twvc„oa uO R.rz v d1rt1,N
O rwa
PAVING NOTES:
} 6 „ �,� ,a rt1O„°�^'n°"m sSOin,'a ,,,$a^,.,,o°","' S'OOlmo717,;oi's W
F,°„[
. - CONSTRUCTION NOTES AND QUANTITIES
n an„�b d,m,c",,,,•aF ,,.
,+ vus Tat cwsmucT e• raw.N aem rm wTr d u wRrr. sm zw
p ,T-r/PP CpSrRUti .• vi1Ev OR,Fn POI DET,n -� 9eET :
yr cm ,m rw,a d Dal undo..° r.w,ra
V. tD ,u ,rm m®Im.
a Rvm,K�aT ruava sru m.m ,or•..w,saa
� P •m Rum•m DmN,nea
` • 14iO°
p `'b-do, OwSDeKr r ,[ OvlP •S' us
® id vu.K . WrS,Nlci aiR[nw.0 DRlvl',T P[R cart d u OIW
Svrt. REC rn[en ,d Na OGv,mR n .,o
EA L " arouo two �,�m. �,m .• o ,vi®.
d,u d oo[ er • I®s,Den oK awm, rp a .___AA_
Smv uo . r.
® uN-SEXR v' CDRSriNci Rub RR DEINE 9"
('� .0 u iers°uo"`bvl0,°Y'F6°°mmr,a el4® . r
, n ,F LD2 s [eS4, .mi e[ w! ,[t n .Wa lmi•KT 9WL e[ Ipved
p, vm nu cwsmuei .• P.ee mNdcrE rNx xR cart ar u wai, sm zm
sum nrlx rrN sa ,Gw razD rm am w u wRT, sm no
c4rmos
v. y , N,a car. d .srwm . ,rim d
m1O['.m, ,o avoa m,r uu
m�
To
a n d ado c i1ID 1O0t sRlr d „a Fw1 sou �� ,r m
s. . •„ m :m Pr
rnI
To Lawmucr [ Rno7swsT-ms .anE oR,PI 11 r Doca uwr lYnr w EDuu.
sv r N mn m wum w ccua
p oar nsc me w Mum
me x,DR,YT �Tm�icr awe, wi R•wwcw vumNR war va •ass
c DRs m•ooY..�°n dmswis�°0ecnwm m s F°mn
ca o>7�nPo m.�s sa>-w-.om
m m m a ro s • m:m .
-
®aOEr•IN RRD 591 - N,RpGP PNLYRG war
- euuY[ w°wum tKw �mdYfO ows ax,u,
r d v rv` u w,nc°fw rc RiaK1Y�'
Dw,"a�D.7{ate,a
p v,.oaRr _vl
- .vecrE T°sm
E,. m^D,rs n
Yt rO` `
w ,K..a , ,Tsa, n „[ d•dF,
��"1°` �'ru :"m.D®".�w o o
"E s•"mx"Pc �samsa w Rusaa r,hR w.w PSE a,x Nw
��� it
.m�,rt d.d Km +
�r. .mns,a cw•i <..0 mcw�
d d'c`D'•nam'-0ima'm�`„o:w s"°"�Owa a� m„a,�
swRe d aw,.wau, srvE tR„ esr,Em. oa,m rts >K m
w."..a :: •,"�'raws' •,•1°"'°wn
Rn o-Eo,D z000
NOTE: False , ,r Nnavusr-ms Dane w.n riN Ir oo,[ auh d Ewu
ro
u w°m. for �� �"�°` p"s:,,m ml aK..
u lawm ue rts,s
� � .a,uv[ r`mm,°`ae n°6�.sx do's .omd ,o'rawM.ti
edm �Rw Nwn .,e Di•.�
,w, u7[ w, , «,
"` wuz a° � i°Qu°.®m v aa"'m'mum
ra Puazm lows rmrcl ,r ,[PE PwE
. svw.,h mrsnnrcr cad wT PNawc Ya,
,rz xR,aT RcauRm rw ,�w,.unasT w,m. artlrn mErua • A—,
�wT rtN nc ewoaTe
aYad
F.
�m ""mu`[`'[ ° m `ow m°u".na
La m .. mn ,.7a,�"drzsm:DYperna°
°•x'9'ID "s"'s uwm ,s°ar sou a d•a •o. A,Posm
sarr. d o, c.nD. 'K�da
aar9°°i wedw°F'IDimo01,.w rmn r> .'n71iK ..TwORfi�w.mpjO4
1°'a i,+oT�sl 7"amT°. ordo nE ,.c • r`°'om
n,m. o,Fcmc6b6'Sw :.: mod`. m, •u ° g61O14pF c..sm or:rer
Gam, D �w a a[ �'m�. aro a ^.m' "D v
.d M s�w.,m r"d.• sow w o w.a cam "LL ••
wmv[.. sezm�, Ewa •w.w•L en caw m'
,rm Rn,wwc rugs
EWamucl Rub POI DCr.a 'C
_ .. ,u r[,„ R-, STEO 5[•I um and Bm
Gu,ou rs¢ wnn7m u wwwi, luwwl S,R I
a ,[y
laelvi® to •d[vK�
LS R WY a,rW onwm. uuev.L ,m7,arr,. wm,a. umM^
i .n4Ds[i µFv°•¢ mii•#'`w.,rW' a YRDa d
twl Wlnuelm °w. , u • i d ar ® r n[ ,
rd, w.sal •T �-(a ruAl rrd m O}RmiwD ar � en�wpm® �
tp d .m o¢
[pwK,nwr °, �aAl
PRO,mE i PK SmadAE m S7ue fw ExmY wuN
1-800- •nwa rnm rw Ez,cr rm,I
[.. 7
m•r •
o T
a F�awl o", 10o'OiOmMMx• * «:mred•' u,1p,u,. mwn °smzm�i m'o[°®.ta'"�w oru w2 aoum's°o- '� d u�dim er tt[
227- DwsTRucl za n e• solmRs b PK a t.m
Fw rsa RrwaT
Lr. rsl� . sw. a
m
G
n m rN,. ouaamc,nws
,, an d otlG „�ma
a rw,wm . P.c °uKs m
"ssir
ooI
2600 r s Rows iRwuhn DorEs ,rslr rnYE srw[ PER ana "c
wNatR°C
v�en
Ea m .s
um T Fd D[nrwE �."`
n .om Pmrs sw.n�mmf
. ,z a.Nurz rum wnawh n«:a o.R:®. wml'�"a, ro°s�MOs�,mw• s m"�E scan x`On ,'""',n
•. N,0°m
R O D I
•a r°�roed` ®
RI A GIN ERN
SEAL -CRY
-
µpFv,gY�
^
1 I.
n
�0.`�i'�'�F1d 5R-L �8 1 /
9; 3a w76K0
". m '•
PLAN
PRECISE FOR
5UP82004-811
_.A
®aO°mw:.m
w'�•4 _lE�
a r
LXIAII -A - t
`� 2600 O v DFCDRC ®CGxSRNLi ] RRRS IRUNCAi[D RWCS Ir.1 i"Cl]L -E V
UMDERGROOUWD�LIIU PRWATE ENGINEERING NOTE ,TNE COY OEUQVINTA -. Nm�anouom.. �nvw+M -f ;
P0.ESOP# GRADING PLAN
Ln
������ � p w,_ Lp�.h•►'a9�S0C aP.'2"v`^�=F7�a SDP (f2004-611 ._
.. t.
grwSr RL`a ua KPxrM .avra'M.mr. pu¢r(q)xar
RsaCw Lart.m
atrn x ra atWs :vo eQN .S9%u� rrm°e�B''eBP•un6 � arrCv mry
Bmc wfm[a:rta wm
PHASL A: HUUUN (PWU/NU (JI/[ rrtc r. n nv°ruu:rr�nr YV,.: r,.�,.v
ra � wv6 9[wG utm d-9rt 9quo aC .ai'[`rID wW v..wm f
rwarxT d pxr aa0 PaaF SJMBIT.rFi.0 Ludt d
K Bore:. n.Ha d auwm NFa .BG ., trot'. rY
.. Suaea wR/ MPRT9rI Xr®IpC
S on@r:
e.Maffr p6rnJ Purr cw Y nw.nnuaar adruarly
arffFl atw6' s+.xwae•Yo ttK M[rYra Germ ar rle.'x sttx6 r..n3C x
� sE mr ,a rvE oust � v,wc a ,wtnsnr wrmrza a. r.e
,mom a, reds a5 a � �« aa�a,,. �., � a
rua(a x
ws.wrs ,. a riwar xaenmi aarac ,.w ommrc avwGO'�iCm.S.
.x�a�rmas n� a.rraa.a t� w.wa,a tB.atd T.,.w
,¢w.r ra m anx dm rra auw.e .aw srxe'rr sxuc
,,,m •te d. ,aP �m ea, wr � .mom �. x�a, �,5� d .
:niwu . G- l� ,r6 .xC MWaY d „�1[C,5 aKJ, r .tMi d x,N
oK.a zwo n.mc rws °r mae°�'d moae
PHASE b-.FlNISH GRADING (BLDG. URL.. SLOG. CONS.. LANDSCAPING)
a.«.t xawar,�
rM .yy� 9,%N wr[ B[Lv Te�BYim Br r1e5 Tr.2 PMMbtr
m� na .cmu enmc v.d u. ra..em m er srasxa mwwm
/u0 um a[rAmv [nrnGru¢
PROJECT A fg. 'u°i.
t nav: ^"'^M
us 9'`md� sc`..aw rouo,xro).d Wbr BL P°srla d fK 92 .r rflsr
t7. O[Nr< au.ur Y/MBOa
naa
•M Cpe.CCrLD rtw Mawr Mrrucna.
Bim ral.a a e[m aarM T wmax, ta,wa. T rtuae.e. sIAeB]Qe.
marrmtnw °ira�a xw"�tr' earrsrxtc�roic� r�
s .[nt6f / 9'I
•
mar
rMt4
who Mr m'Paaaw
Y.�Q .r � ,�-�arx,'a^�k :e�,� .bra �
w.K tetra uoi saM a .Baca. wsrto
�V11
vi-.I.wnm rn'aPar Mr main a arwramco oma n a o.nn.r m ume
w.�r
r ,.,,.,.
� � M
n""rYurrie'd�io:r sva r°tnsJ a ea,Km.r rmo rw Td eves rxvym cw cdra<.
tart. mar wet' s .�'mro emci d.ww.n
z .ro..vm sus a'am n ru,a e. m.rrwwa ..cwvcNx adc. d x wrrr Al
aLRw4 Kwn/m d x� sr2 .[rau.ut .crwJr d
z aumswc�,rsnr west .m vn.ran 9srd .Tam ra��raanw d
n mrai.sw ai urro`.vo nvnrc°d°�arom5tz1p,r n'w`�
.wove Maws vaatn B[ ..rd[a er wet rd dm
xa�d�
' ._�� /ry; awxa .r.al .viE°x1m_. �llPJ9I3a..r. rr
EARTHWORK OUANTNIES ES7,NATEw-�1
�yyr� ,/ ,r �,y�p�
Irmv�t Arm LOTS' /r1n. a.' xt
tGSJ nxs ersw.. rrovry .mNr[
ram rm u �iwaa°nQ' uaiOL�m'' dra�ary d .a.ra. x9cna+.ornurw,
_ HNv4 rww.
yrfo.•.Ys�RJanauc
aanBa .emwr wmrosm,
^�"
�� me m.r a¢ ss.swn smn a rue. rusrowa
Del CBHn YD uMsr a rU.+.0 trnnaJ
xrmr':c amu-x d vud ,curuurs war .m.at
rwua Ira sn Nrour ruamn urods.
r CnO+L /ufr[R xwl Pe'.9e.v
� �.r.?•4 um.� .L59.
SrRM.GC�.lS'.-Cv
W� � tat°KixC� Cr .Vrt srea.>A2' -
r -_ /LvwC Knm"(p Prvv xJ.rGGO'
rvrJe+a LTG. 9Ou0 9[
J
. (set u�'u wuri aexu d .n u�r Juu,
L�a""m
der .wro wxasz wmecr eaamz
PHASING OF GRADING ACTWES
ra .ra.rr ar rrwr Ball.a® Ye. tnm a unm m rwr cw er trsrcmn. uraan
trr-Trrt rover raYmtx Mamt --
a tort rorw d ° rrm er an .w.d m srnsc d va.nu,
.
�raas rtx nr er amen 9xiYac.s d uru rw.e¢ xwcu � nod a �rrwa
rw�ws' am nme .edr ..aa rve roue .w e
• .cAx. m6 V N�.CgrtR
T. .met .0 a mnaalro en •-- - _
. rnrY Sofia .nLa. ,,.-.
r'rtlacsr'�1Co.M. SRPTe� � manor YLaSwa Ixa°aTta.l
� rwr u�r,. inr.� �[ers wsJ wre
'�InC4 veer... .rry tK mr.
„-.-...,. _
r. 9ume wo umNG (ar a .s Me6cm' wmem 9am`c 9r9
u°a' ngxS nwre Sxar¢aa, d eta Bmvea'B
.MLaT HRGar aPPm d Travoam MVTJ Br S.Tr@D wM aGaa�i rIrPPYMat d
6OP3 wa'rOut rµ 6f SJBrsm rd aNP.G Rafr.A' M,Jad
'IriB
r. mowax Ya IBa9r wlGaar. (9. wM w![am .r MmLR.1
ea.1aa ..w:wT
d 9wa9a.v x ra mamsx Y.n d rra stet .r umr wax,. mrrts
Kwvrto n .0 w..ra .Imo Ira. .wT oa. »e..rm .mi
,.,°. �emc m ' urzz ••• .xxnsm n- n.e a`wlaam+l d mmwa ww-drarw
,,,x,wr ,,,mr:
urw. - -- - _- -
x .rm .mrc awssaa'
a rommw unscar ara.c r sod .s roSSkX0
_
......-
5'aarz�isarm w vr�mn �� nYawr`�asNr`'�'nOLLr'P
uo.c sdmotc. a
°1iwer6 aLe r. rr6 rM.ar .�
Ipmmu 9mraLa smn 4Ya Se �trinMWs Mon w� 1
a,m SImwZ .rx ✓✓e.TC
r 'N/; (E.aaE Tr'i✓oT: /vCi
..en � n' i�`m w<ana d Imama rw .i.r e5.a ors)
33
� .u'V�� � oisr�u' xd�mxrrn
tm
_ .nrn� / umfswo
�n6[ maws. KrrrOBS .am [aaaYo n 2r n x gar awrrvt ww+ an[r
mwB.ararr rm- ra saaM rosr vex a.Y,ry wucame oauz-z
.w..Pr n� rrrrr on r u awu d rrr warn.
armsaaervo/smwr: Broom .0 .ern,Ja. eaMrB.ers uo wmw.s nwwsa
w°�ssKn'Im .'r^aeawm nark at°VS1.x.: 'sa�°.wrr= rw �OrgirrsamMn�m
,o of w e' .ur .mans r�rM avnra we .on oar artnnr x eurr srcwr rtxv
.vAf aP',a ran Sawm2 rmM! /Par aaTY .vw.9[ lwYr ra ary d N ra
amraa.
NGITNf PM rO OUST CONTROL PROGRAM DETAILS
.Bdrut9°°rU',T•.9.a�,mw+wY nsod.r s.wo a omsmm x aa.t em. xa d
Host rm ra IaPxaa otm axrwa a.M aoar ar
,mad ,a.aaarm.�Yr'ra aKam, � d-Trrt w,al.,P..anr. TJ.m.a,a:.5
PHASE A ROUGH GRADING (SITE PREP. & AIOBILIZARON)
rorm.c Jm usres srwa a< semssm m rra rwc .ores
rr evert wer.u.o a.roa Hoff xorwrr as a usro x.va
cm,wcKra Tuck .oaz r,c stet. m ... s,a ia.rc
txsr mamarA rd na InaArr .0 er ,a.:oaa9wr
r% ,x a. urn d� P�-snr osrdem .was .5 .aa wed M nnAc'J.
szom rtB .a¢ d u or>QA.ar wx.•orm w ra err
ircxm. �°C � ` rd Ya uses m : osnr® er ae rwcre eoa
aaruasw t a• srrt.wus wr .nun x rws .weamw
9wu a aum92 ra as m wsffss .mruw au wmmrrrmmPvc 1
ar-smar a ra oaaoffiwPr a
rr.wus wr a omwnm aumw rrc rovc srrnr nett d
w.a ra.xsaAaYr..m..mmrs x.w
Ne d ra rtAsrc ere Two ar eanum
Swe � y � q�ioLCxr d Yi S[6 rwr d Mr wK aEm.L YaSanr
� Soawn SdT) rPCwt d /6 6. 5[mLT I!!' MSIRC HRG�d ar:
Ip4b' Sae rreaMM PIP: 4a1R.1C Net Srtaa d rM�H1maTW. M9
.f'tsrJsro ta.vs.e .ems Iwrsxm ere raPecr. .ass rears
ao�i mr°Y�nma ix. Bur c�w•r'�°°tswm rt�/s ma:. . uo .uao.s w.�da'
r vest-umaa sMYa cowoAr.r use rIa¢ rn ars and m.cwt aw.w
� er�P�"°wr � m nw"xa N"sir'c�:.rn rO°�"wwmzw umr u�cs wu
4 ..sc u o Nr.. wwr aarwo.`u' cr urr ar-mr .wra Irn nos M.ao..
.rrM ra rx.na ar.+z . ur`�i,awc rr'r'mvam.t5NY1ir � r ¢'�awria°�. No rson�.a
n.a % era Ivmmarrrs`�'s � � err wet roe o,ys' Irmr wr.ra arTe'rne
d rr¢ s n �� x+osaro er um,
rGw.C.'�r !d[ � rw a .oas rd a rrt .TOIrJ
T. or� w � rw'm� r xA Soo rs
rav xmaxwr .Bar:
.crosrv. w. Brvulos swu ranex, .r tdsr dr K
fOLLms°A"`ac""`uv-.c""rmres�'wur mena"0�d'°°oaa'""a°�a"°�ii.� :vow
" um�'"aw' mn s x'�'ars x n err oao mrnu¢ Is+ormen rwr .w .emr
w.a.r.0 rBr� d
a emm,�m� ar9�.�mmM � .¢ rrmrd urmc .mr Imo• .a:a '
a�i-rwdrri: �"st amrc :2� •amr . sr.s.urm sw.a .mr rmsc• .aaz
PHASE ROUGH GRADING (MASS GRADING. PERIMETER WALLS)
°a' ��drr6�d e�ratn�f'!�n
21
�Yo� srrt txsr wr . vYo fxow ro+wr uo .tour am
N.ta rxrzaa°s.a�i as rea.ur a• m5 d nmw wm.a
.u�f°"w.a' a oac mr wr.reuAs dm Anm srs �sruu use raa
� a uv.tso � a� ws. srsr d a.® (srs rr+.sscamW
rrrt [Isa�wr a � .xr sreac d .mnaw axmn .eavu aruasmJ
ma®at� � TrerM .de a.mn araw.e aa..ra,
n]'rmx umGa sow �i (rld, axrru. I�warn nwvro`ci
iT�no a[ br: d
z samarw etKr rYa sn®uc -
orrmc
o axe 6�malur"rul im am'ra w.+o°�an�m sue a.da.°�oe
AH .oI SCUrem m Kan raI M WTI p dr5.•
R �tamr JHY ntrLLrs x J9 dPM aa.L¢YS Caa6T rw, .r .TIM
SrsR.r a n /nnCE ✓.0 rx4' d uJ,IDrC .rtM xnSC.t .ate
a rasa'rec'st�ev�ra wvw� °mod
° �°`;6r9'�ed su �nroro lamua� . TPa„rm .:unuTr xar »n5rr
PHASE -C FINISH GRADING (UTILITY & STREET COAST)
.eeu BmrmmvJr.
ona� suevam ara°� J.av c�aarTHurs� u°�
r. mo9.e m ra ..n
wavam. wxor dYm wows trot Na e< w.cwr x rc xasr
:. �°wmYm a aro • a.enr sn saamYrr d ranw ww rsrty.
�a wr¢m�adaar Iaoaswr m m a
soda m � 9erova
m run It"ie�'�ar rw.rw. r uriaa"m"ma maw+mru.
z rars a�.a,. m•risx `.vw --A-- ax.n
gmepxm rd rHr INrIPG gw,0.Qs0@Tm Bala
� .arutm. rraBiff to a•.sxYu
aw'� m�;r�ra¢°�K aunt wls ".vet u,c�ro'. � umt Ic.ws . nu
.m .curs a a � sm.'"'.rt:w arrc �a m�°ro amrt
.wen ovro wwa mwma a ra srrc
rcs� :wr serve d .mnaxt mnxa re:.swrc wovsm,
r. rwc. sJoawr mc.rw.J nPrtam u raasTY 0.
B.ansr ..w.. rac.JxMc (sr- tar. rarwrt w.Mree:s eel
CITY OF LA OIANTA PlarGet No. 050703-2-
SDP 2004-8n ]-3"
IF YOU SEE DUST COMING FROM 1-3"
THIS PROJECT PLEASE CALL 1-3"
(760) 835-2824 16.
U YOU DO NOT GET A RESPONSE WITHIN ONE HOUR. PLEASE CA L}7.5-
THE CITY Or LA OUINTA PU8Uc WORKS DEPARTMENT }7.5'
760-416-5315 3-2-
REPORT THE PERMIT OR PROJECT NO. TO THE NUMBER ABOVE
OR CALL AIR DUALITY MANAGEMENT DISTRICT AT: 1-800-288-76643-7.5'
MONITORING/RECORDKE£P/NG:
mr m � rans�ans . i � x rra'�co
a �
x°owu�'
nwriM Mr cwr'PTo�iuwmcvc
II
NOTES:
Jart'.•
.�..___.... _
aJ m°urm nv-ro toss ssomo
j `�
SJ ro SrKTra[ av-srrE
L_
.J4o-lr lRsrsC:
more[ In.wo rd � u •
(cYt 9awav
1 /'
i I ti��
u (Td}wBaie }}
ABATEMENT OF DUST M/RCARON FAILURE
�eaawuetc uve a rmmr cewrtn d cYrsm m a d«Ym ro rover ra art d
oaaAr ro tYtw tnw ra mr aww ra rauorx rsarasvrrcr
nra eHna 1wr rm mtms x nets a » tr.vx .a raaus� roAoxw er
e Swett tns5r .w tTaYm waaa J ots> �r�a111��rMv. rnw�rr.
a esrNr d.w dwrt wmraarta rw,
Btncarammc r ..er oars x crass d :s Yr.Y . iu .Purrs
��� � MJ exsme us war rd . asuwx a• ro rm rnw
a 'w' vuac e. mwrorc a.wrsN . rotmwt mn.cJ m. ra
' mo zmrri rem m�"w"r"mat�"muu.• m wort mramrmr'cwoi.arx�r arrYV1:u
tiwaraax m .ensrt as d ua r rri ono. rw s�Dim .cicus'
ass.nP-. a ww d-srrt.cwm, nntoro em w,
r' m�umor�t � mtsrxenaa Kwrzx d .o.as.e wtesmu.w
avws d ro.na srm+a.c .9mwws rasa awsnA.c
raan � nso wM d-srrt tNa.nd srsrw rs Mot mrYsro orta.rsrua
ra 9rt m er u,am d rrewrm NM oar tMascas
mr Mr maw�i xrvnr. ma x um¢m rem m orw ..n msrs wcur9.
♦ msrsraa � ar r01R1,r rwa�`A rr sen.err awnwc .mnau m9s wr or wssmto
.ewaY .arYarn xa nr mnnn aKr N.e wr
sic as r'iimaairy wr ua ua .armxw rrrPs m rte. d
1 � e1'S �ar. r!rt Ia16 Alw�9a.rt� � w'�LN d � PG6 .�s��ra
_ /Y.O Co[tn d rrT a6v.[L ..roan.. rFIPO.C>•d
xivrai a ac+mi orasr evrnas rrrd na 9rr aamrvm' . rwwm m rra wmv
ra w.erc�� sP.sd arua �wmra avant rrt ar. ex �dorc amur d
rwa� ac ra«aa�m �t�,a. � aM�. ;a�'• � art
r K Irt mY Trwl aCav .rnxa4nlr
APLICROdN CONSENT r wwv a reoer vex
�e r� A auoxc%;i� m seen m
oar �r� .� � raa°rsi untrcw a wrc ua ud raesd .J nos[
no-r � m wo�vwa � wom�
u . u a:naA�,rsa�"�mas xo rraarca
.Mr Bwm meta ws . Haar a Ira raru,w auras .vat .no son r .dr a
.ar cPrm.� rmx. ao drs rwvr ra drt a tssuYa d 9rr Imn.
r .sscrai .wia°�cwa•.r`'p°wCi.'ar.r�' d onnr.N�attz'o�nc arv.
usa'am a °P''rrrsrd's K rww .�n:w m
w atwaec rddrnr ao ".°� sr °xoir:.'�iussrorr. d awu,a nw
er.aPlD< m CardB m rrt6 w.r. Y NMMBYID Br M dl'. OnAR ra aacwrtD
♦ iRLtTPna K Sx?rM .mK� ro to .GDI m .�.0 e. rIC wdPM a' nl Mur[Wr!
MJ maw..aJ ore rnxra a.s K m..e'
rosJ mrrwxam Aa.aa crnmurt.wem: 7°s'O1-
Mr mvmwm .mass eea .anwr dw
aaw.c. wc.< rurmas O.HL ,TTs-Tea. {•►
.�.� tTE w fr
!UINTA
INDIO ,(�
NORTH
' YTEo rd nnart,
imoa, a�om,r'in ,ie s�aoan. ,Mr
Hd.�iz wacw,r • owT n.tNta .rm sMus Mo
noun rs new m. oxu w�nu rmee
VICINITY MAP /HAUL ROUTE
ad m s.•,.
auwe �Oe rd 9raY M, mP0. nW5 w.R era. +f
�1K. r'A91 aRAi aelalrL Vue]Ie NSAS m1 fatal LOGP'l6 NNL Ra:N LRNS Sri
HPm�IGNa wQ teGnarS IWm[It Svmela tatwefii T,.mC Yaws lflAd nrs
r woo. Sena xainta n.r wr,H a.nmmowa wva tea ^;TY of l4 OU:MA
w REFERENCE MAP / GRADING PLAN FEATURES°a/^
SCALE 1. - tie• '�.
':s�io rn�°e:'ra `ai rvrov� �
YaY x a � wa
N F--
�yttrw:gr�
w SILT SAND_ EMT_ ND FENCING
......... �:.: n.::.:::;:. �:.,::.i:; }:✓:: �.. � .: r �::::..:H:?{i;:;ii}:�i}�:i<;{:>i}::}:i}i}i.:.t>:? '.v,},..,}i}:•ti}�'~�:%v:i{'::}.?-:v.�:t%}:}:::?Y:Si':i';<: i:::;-}}: nv+
:,:.........
DATE MMIoo NY
C D i r< I 1
A OR �>
CTI FI:C�AEC
r, ..... .. ... ........ ....... .... ........ n...: .l .v .,.::: }.... ...r... .......:.: nv:..,.::::.v::r„.n..:v::n?•..
nv:: :+ ....v?: e:.;�.r 5/26/2005
PRODUCER Ronald Pue
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
Talbot Ins & .Fin srvcs, Inc.
ONLY AND CONFERS NO RIGHTS UPON THE. CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND; EXTEND OR
4371 Latham Street Suite 101
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
PO Box 5345
COMPANIES AFFORDING COVERAGE
Riverside, CA 92501
COMPANY American .casualty Co. of Reading,
951-788-8500 ', fax951-788-2994
A '
INSURED r
J.D. Diffenbaugh, In_c.
COMPANY • e
B F
6865 Airport Dr..
COMPANY '
, C
Riverside CA 92504
-
.
COMPANY ., • • °
- D .
-
......,•.v.vr.., •.:: r:: n-.v:.v.?v}...,,..h. �: n•}:nw: r::::.Nn:•: n•.,v:}:: n .:::v:•::• {h,.ln. ....:..: ... . n•::::: !i.v:.:,w; :..: :.....nv:n..:.:..:{:: �.:4rvy.} :.:;>v: • ::>; y:t„ih}+vn4?}:... .......:. n...........,... n:: ..: ... .. ... } .. :: n .,hnv(.:r.n....N,nn.r .n .: :n....v :..: J.1'4n,,:: l., ••• ••}••: ::•:
/� ..0 v2 I..v:.,...v: r..v: <..... .. v.: ..... .»nY...v,.. .v.:.v:. n.v. n•.::nM:nv,.., .........:.: %:;i{{{4: ritf•.<i'•...... }:i<: {iri�`:.
SERA ESQ � ,r.....:.:::..:.:.... .r..r. n�:......,....�
:..:,.:...::,-.. +. .•.n.:.,:.:n:: r:.„.::.,••. :,..:n.r..n, ,...:n..,.,n,.„..,::}}n.,}.•,.,....}..d}.,.,..,,{?•n,.n.,.n.:n:.....:.....:.::.+....v... ....k.......,.: ,:.::.... n`-,.:;:. •:: `::::: :..�.: :::: ..... ,.;;.:.,...�::;::j:
,h:?�:Y; �::}::<.:;.:..
..... ....................,.:,.:...:::.:.4.t,:•:::.;,:.:Y,:{<:.::.; .t.,..}.,.::.....r::,,. ct•,:}YSiiY:�i::,.: n,}; •,::.,.}..::;:
THIS IS TO CERTIFY THAT. THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY.,,PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. .
co
TYPE OF INSURANCE
POLICY NUMBER .
POLICY EFFECTIVE
POLICY EXPIRATIONLTR
LIMITS
•.
DATE (MM/DDIYY)
DATE (MMIDD/YY)'
-
GENERAL
LIABILITY -
' -
1
GENERAL AGGREGATE
f
PRODUCTS •COMP/OP AGG
b '
COMMERCIAL GENERAL UABIUTY
? ,_
CLAIMS MADE OCCUR
,
PERSONAL & ADV INJURY
EACH OCCURRENCE
b
•
OWNER'S & CONTRACTOR'S PROT
FIRE DAMAGE (Any one firo)
b '
MED EXP (Any ono parson)
b
' -
-
AUTOMOBILE LIABILITY •
-
ANY AUTO
_
COMBINED SINGLE LIMIT
b
�
-
'
ALL OWNED AUTOS
"'
• '
•
;
BODILY INJURY
b
SCHEDULED ALTOS
- _
(Por person)
-
HIRED AUTOS
'
'
NON -OWNED AUTOS
..
i r
u
f•
BODILY INJURY
(Por accident) '
0 '
PROPERTY DAMAGE
b ,
`
t4
-'•
•
GARAGE LIABILITY ,
AUTO ONLY - EA ACCIDENT
0
ANY AUTO
•
t ±
OTHER THAN AUTO ONLY:
EACH ACCIDENT
b - t
- r
AGGREGATE
0
EXCESS LIABILITY
-
EACH OCCURRENCE
.b '
' UMBRELLA FORM
Y
••s
AGGREGATE
0
-OTHER THAN UMBRELLA FORM
A
WORKERS COMPENSATION AND
WC274965862
1/01/2005
1/01/2006
X I wCSTAT1U- OTH-
ER
-1,-000,000 -
EMPLOYERS' LIABILITY
EL EACH ACCIDENT
f
••
-
THE PROPRIETOR! INCL
PARTNERS/EXECUTIVE
REXCL
�
t
+'
�
EL DISEASE • POUCY LIMIT
b 1 � 000,000
EL DISEASE • EA EMPLOYEE
b 1, 000 , 0 00
OFFICERS ARE:
OTHER
,
DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS
Re:•Evidence of Insurance
;4
•.>
C. C n.n•::}
A�
.. ......:...r...r.:.r.. n., .. ......,....:.....n.:,..
..........................r.....r.....n.r...,..,,,.r.,,<r...,r.n...n....n......:..!,...:...:.>::::::.�}:. .......................?•r.�::!::•n•:
Evidence Of Insurance R-
r:::.,�:.,.•::::::.-:::::.:,-.,,:?,:::
.F1 n,..:.nrr::....:n..,,..,..{.�:;.t.�,..:.:..;....:.,, ...... .
n.. n,.....,.................,}.:.x:::}}.}}}::..::Y:xw.`>:}i}::"}:: � � }}:h:}>:}}Sit:c:�:Si r:;i: ii2^ii:
SHOULD ANY OF THE+ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF. THE ISSUING,: COMPANY WILL ENDEAVOR TO- MAIL,
3 0 - DAYS WRITTEN NOTICE TOTHE
HEE CERTIFICATE HOLDER NAMED TO THE LEFT.
' ' •
IV--Tays notice for non-payment
BUT
TFAILURE TO SUCH
MAIL NOTICE SHALL IMPOSE NO OBUGATION OR LIABILITY
` OF ANY KIND • UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.
AUTHORIZED REPRESENTATIVE /J •/ _�
..............:.......::....: :r.,:.::: n;,.•-:•Y::r•}:->:•Y+•:.::ttr:::.Y:.Y:::::.»:::.>:>•,>:•:•YxY••:::.:{':.Y::.{.}:.: n,}:;,,:.::.+
. , .. .YR;;: •.. �.: r.•}:.;<.:.;:t.s}; �h;;<. .. r.... ,.n n;;}:r.,..;;.;.,•,n.::;+;.c::,:.:{:c;:.,;n;>:?.}•.
G .. ..,
..:....:.......................... . .. .:. ... . 1...: n,..n..,..v......n::ti:::. ... \ '.
.< ..,., ...:... ..... i ........... ..... ,. :...,:.:..,,.: .
:....,f ....:..:.,v,:: n:}:•:,...�},v... ::}{.4:}1i.r
..�. :}::.ra. Q,3�CORC3 �CO:EtPORA71pN>'>:fiJ88:
�OdsR1762555 JDDIF r'
+
4'
t
,
.
•
4
t.
A C014D 14
-is DATE MMIDD !YY1
TM
.............:nn......,,....,....,..,,..;:. w Z..... n.,...... .: M...:.................,...........v.w...:.1...:.J..rc......t......:.......................:.v:.:.<nO:U::.}'l..n.:.
J:S
S
26200.nn....
w,..:i:::::: :i•]i• �:25^ / /
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
PaooucEa Ronald Pue
Talbot Ins ✓6 Fin- Srvcs, Inc.
ONLY AND CONFERS. NO RIGHTS UPON. THE CERTIFICATE
-
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND
4371 Latham Street Suite' l0i
.OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
COMPANIES AFFORDING COVERAGE
PO Box 5345 ,
COMPANY Travelers 'Property Casualty Co •
Riverside, CA 92501
951-788-8500 . fax951-788-2994
A
INSURED '
COMPANY National Union Fire Ins Co Pitt.
J.D..'Diffenbaugh, Inc.
B
6865 Airport Dr.
Riverside CA.92504.'
COMPANY
t
C
. +
COMPANY
D
(i(:4 �iit S as%<:'� 2•::.:4:..$2`�;�:+•."::.];Y:S:`;:;: �' �'�i£:� � �i':i;`^^Q 3:<:%$`:: i.'•'�;:�.....:�"
. rr.Q• ,. , .v �: •,::t:}.;; v, .:.�.,}:...,,::::::�:i:],:4,:::.:::w,t,<i:4yo,.t.^.:r•t•L<:.. ..,.. •.,.;..
YERAO 5...: 4.r.. :..r.,..:.:...::::...: ..r......;. S
........n... .... .}:
n•:::n.•,.r:::n....::.v.�.:.:.:....w..;..:].:w.yv..,.....:...L•r:..:t•.•.:::..:}.::...5..:,n.:::::::............... ..<... r.. r:,,;.,..gyw,•.:.L-:.r H ........ ,.y:•, ::va•:.
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN -ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY TERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, .
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
CO
LTR
+ TYPE OF INSURANCE
POLICY NUMBER POLICY
EFFECTIVE
POLICY EXPIRATION
LIMITS
- DATE
(MMIDD/YY)
DATE (MM/DONY)
A
GENERAL LIABILITY
DTECO6033B740-TIL-05 02/01/2605
02/01/2006
GENERAL AGGREGATE
6 2,000,000
X COMMERCIAL GENERAL LIABILITY
-
..
PRODUCTS - COMP/OP AGG
6 2,000,000
CLAIMS MADE ❑X OCCUR
R'
••
PERSONAL & ADV INJURY
6 1,000,000
X OWNER'S& CONTRACTOR'SPROT
EACH OCCURRENCE
6 1,000,000
FIRE DAMAGE (Any one lire)
6 3 0 0 , 00 0
MED EXP IAny one person)
6 5,000
A
AUTOMOBILE LIABILITY
DT8106033B740-TIL-05 02/01/2005
02/,01/2006
,ANY
COMBINED SINGLEUMIT
6 1000000
X AUTO
+
1
ALL OWNED AUTOS
.F
r
_
BODILY INJURY
6
SCHEDULED AUTOS
(Por person)
X HIRED AUTOS
•
BODILY INJURY
6
X NON -OWNED AUTOS
- ,
ar
(Per occident)
PROPERTY DAMAGE,
0,
GARAGE LIABILITY
AUTO ONLY - EA ACCIDENT
6
OTHER THAN AUTO ONLY:
''': `•"`' `'`'`'`
ANY AUTO
EACH ACCIDENT
6
•
I
AGGREGATE
6
13
EXCESS UA131 TTY
BE2681289 02/01/2005
02./O1/2006
EACH OCCURRENCE
41, 000, 000
X UMBRELLA FORM
�(
AGGREGATE
61, 000, 000
6 '
OTHER THAN UMBRELLA FORM
i •
WORKERS COMPENSATION AND
-
WC STATU• OTN•
I I Ts IT I ER
'
EMPLOYERS' LIABILITY
)�
EL EACH ACCIDENT
6
THE PROPRIETOR) PARTNERS/EXECUTIVE INCL y
,
�•
EL DISEASE - POLICY LIMIT
8
EL DISEASE • EA EMPLOYEE
6
OFFICERS ARE: EXCL
OTHER
-
i
DESCRIPTION OF OPERATIONS/LOCATIONSIVEHICLES/SPECIAL ITEMS ,. �'• -
Evidence'of Insurance r
vry : }.0 •].:.:..:., J: ;� 9,-.,v] w.,. v::.�.:.:.,y:.. n. ny...�. � n. �...., n. •f.-v:1. v: rtr..: ] �•n•. � r :v; • :.: tt::::: ri;: '," wiV•:
r
. .... .�nC:.vn0.tvHv:::::. .....:....n.. .n.•.. nr.,:.:'..:'!':.v::.v,v.nw::.:::: x.
, ,n.n.{n..
C...v.nv.........,.r........vn.t.3......]C.:v..t.
J��Y� p}.i�, ... :w . .. . . .... iC: ]:!Lt'^}:t• •i}iit^:�G:!n:[i�:tin::�:i�i^:M::;:n;.y:.:^.:.::];.
w.... .. .......Hilt;#'. e: n•:' ]•.tlir..
)� :...;!.;:.;:..r.•:: t.}: r....:::...:... i:.t�::�:•��:�:,
..t. ..............
r........ :...v., . F.
r . a.\. , x w............n.:..nn::.i....vv}:::: ].::::::::
:...: �.t,.:: ^::4:4:•:4:.,+:.„•:;4�1t•:4•:., L.}y:::]4 ti:: r.:
•.: t::v:nv.vnnvn..:..v.v::}::.............n........................n,..:...,..v.:.:.v.v..:nv.v...:::.n:::• : '•4�i}:•:it.4.._...n r...nn.,
Evidence 'of Insurance
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
'
EXPIRATION DATE THEREOF. THE ISSUING COMPANY WILL ENDEAVOR TO MAIL
'
3 0 WRITTEN NOTICE TOpTHHIEn CERTIFICATE HOLDER NAMED TO THE LEFT.
- • . +
TT-Tz• noticeyyDAYS
nt
BLrr FFAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR rLIABILITY
OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.
AUTHORIZED REPRESENTATIVE
• - ..
i; Qy L'K^:
t;;g<;;:-:9<I�C.QFtD°COFIPORA't;ION`:'I'988<
:,<.]:�s,.>..:},;;.,:,,.�r;�:ats•<:
Ods#1762553 JDDIF r
State Of California
CONTRACTORS STATE LICENSE BOARD
ACTIVE LICENSE e
w w
A6ai[s \ /
kio .� 181805 CORPS
m` J D DIFFENBAUGH INC
A B C-8 C21 .� .
r
t1�I
-YF
I
I
� \
,�
..
,
a
� '
.
9 ytS Uj
Or t�I a,_s�O��'� 'y i �'3 ` �
!
•
' `+�S
' �' ?:
.I
'
A�sN - tz CGS' __- _ ..l ��
L•+'.'w' III f;}�j,,! Y•$ .�m..a.�s ,F t ,t
t
-
� - •
.
.-.�' �'• r
a fir 4�
yam.
I
-
ATTENDANCE
PRECONSTRUCTION MEETING
La Quinta Medical Center
NAME COMPANY PHONE NUMBER
1.,51 - (1 S3 -1a
e
3
Archeologist
Planning Dept
Geotechnical Engineer of Record
PRECONSTRUCTION MEETING
Project Name:
Type. of Construction:
1
A. Schedule
{
1. PM10 and SWPPP
2. Clear and Grub
3. Rough Grading
4. Precise Grading
5. Utilities
B. Permit Prerequisites
1. Archaeology
2. Third Party Approvals
3. NOI
4. Insurance Certificate and City Business License
5. Fringe Toe :Lizard
6. Securities (As Built, PM10, & Grading Bond)
7. Parkland Fees
C. Final Map and Subdivision Improvement Agreements
D. Traffic Control Plans and Issues
October 12, 2001
Shrinkage and. Subsidence:
replaced as controlled compa
should vary from 15 to 20 perc
should be between 0.1 and 0
equipment used, the moisture
compaction attained.
-5- Project No. 544-1247
01-10-511
'olumetric shrinkage of the material, which is excavated and
d fill should be anticipated. We estimate that this shrinkage
t. Subsidence of the surfaces which are scarified and compacted
tenths of a foot. This will vary depending upon the type of
itent of the soil at the time of grading and the actual degree of
These values for shrinkage an subsidence are exclusive of losses, that will occur due to the
stripping of the organic _mater al from the site, the removal of deleterious materials and the
removal of debris, trees and oth r subsurface obstructions.
General Site Grading: All rading should be performed in accordance with the grading.
-ordinance of the City of La Quinta, California. The following recommendations have been
developed on the basis of our field and laboratory testing:
1. Clearing and Grub ing: Proper clearing of any existing vegetation; debris,
foundations, slabs, pavements and underground utilities will be very important. All
surfaces to receive com acted fill should be cleared of roots, vegetation, debris, and other
...:unsuitable materials tha L should be removed from the site. Soils that are disturbed due to
site clearing should be replaced as controlled compacted fill under the direction of the:
Soils Engineer.
2: ."Preparation of Buil ing and Foundation Areas: Building areas should be
overexcavated to a de th of at least 2 feet below existing grade or 1 foot below the
bottom of the footings, whichever is deeper. The exposed surface should be scarified,.
moisture conditioned and compacted so that a minimum of 90 percent relative:
compaction is attained. Once deleterious materials are removed, the native material may
9... .be placed as controlled compacted fill. Overexcavation should be observed by a.
representative of Sladd n Engineering and compaction should be verified by testing.
�� Preparation of Surface
s to Receive Compacted Fill: Other areas to receive compacted:
fill should be brought to near optimum moisture content and compacted to a minimum of
90 percent relative com action.
4. Placement of Compa ted FiII: Fill materials consisting of on -site soils or approved -
imported granular soils should be spread in thin lifts, and compacted at near optimum.
moisture content to a inimum of 90 percent relative compaction. Imported material
shall have an Expansioi Index not exceeding 2.0. The contractor shall notify the Soils
Engineer at least 48 h urs in advance of importing soils in order to provide sufficient
time for the proper evaI ation of proposed import materials.
The contractor shall b responsible for delivering material to the site, which complies ,
with the project speci ications. Approval by the Soils Engineer will be based upon
material delivered to th site and not the preliminary evaluation of import sources.
\ Our observations of
compaction will be in
vibratory comp
fvR.ctT"cr/1
e material encountered during our investigation indicate that
t readily obtained by means of heavy rubber -wheeled equipment
fi
City of La Quinta .
The following General and Special Provisions are attached to. and made a part of
Permit Number 4408
The following shall always app/v:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way
ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission
from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved
surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving
during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of -La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or
cut existing drainage structures, City of La Quinta shall be "notified prior to commencement of this work. Drainage structures and open drains
shall be kept free of debris at all times for proper drainage.
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All
paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line
and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker
shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill.
DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the
responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for
the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time,
permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized
by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
permittee.
® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with ( " N/A " ) inches of A.C. paving placed on ( " N/A " ) inches of ( " N/A " ) aggregate sub -base course having an
"R" value of not less than ( " N/A ") and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch (%") to one foot (1').
❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A ") feet shall
be'removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be two and a half inches (2 W) of A.C. paving on (" N/A ") of class (" N/A " )
aggregate base.
® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be. assured and maintained at all
times.
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil stredlizer. Rate of application shall comply with the
manufacturer's specifications.
t. City of La Quinta
® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La .
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be fumished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the
general flow traffic. ' Prior to final paving operations, any damage to pavement straight edges shall be corrected.
❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with -the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs: Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
❑ R19 COMPACTION TESTS: If so required by the -Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the placement of the temporary pavement exceed a five (5) day limit.
® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 4 ) inches of A.0 surfacing placed on a ( 6 )
inch ( crushed ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair.
❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon
completion of permanent repairs.
❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished
by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It
shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The
stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes
necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate
signs, flagmen and or barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or
equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method.
Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California,
dated January 1973.
PERMIT NO.4408
La Quinta Medical Center/Precise Grading, Storm Drain, Paving/
SDP No. 2004-811
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. J.D. Diffenbaugh, hereinafter referred to as "Permittee", shall be responsible for providing continuous
dust and erosion control.
.3. Building areas should be overexcavated to a depth of at least 2 feet below existing grade or 1 foot below
the bottom of the footings, whichever is deeper. The exposed surface should be scarified, moisture
conditioned, and compacted so that a minimum of 90 percent relative compaction is attained. Once
deleterious materials are removed, the native material may be placed as controlled compacted fill.
Overexcavation should be observed by a representative of the Geotechnical Engineer of Record and
compaction should be verified by testing. Any deviations from this permit, soils report, or grading plan
must be approved by the City Engineer prior to the construction of the deviations.
4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
5. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
6. 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.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (ie any 4 lane street) before 8:00 a.m.
7. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated
areas on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public
Works front counter phone at 777-7075 or the Assistant Engineer I at 777-7089 to determine the city
inspector's phone number.
Special Conditions Page 1 of 6
1
r
PIERMIT NO.4408
La Quinta Medical Center/Precise Grading, Storm Drain, Paving/
SDP No. 2004-811
8. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated
areas on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public
Works front counter phone at 777-7075 or the Assistant Engineer I at 777-7089 to determine the city
inspector's phone number.
If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based
on the criteria set forth in the Project Soils Report, Public Works Greenbook, or Uniform Building
Code, the Public Works inspector may halt grading operations until the inadequate soil has either been
removed or the Public Works Director authorizes grading to continue.
The above testing or observations does not relieve the permittee's responsibility for future repairs due to
settlement at and near the locations of the work area.
Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit
a certified letter indicating that the grading has been completed per the approved plan. A compaction
report on all fill is required following pad certification and prior to building permit issuance.
9. The issuance of this permit and the City approval of the related construction improvement plans do not
provide a vested entitlement for all design parameters that may have been utilized for the plans. As
such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow
up improvement plan requirements as required by the city or existing errors & omissions by the
architect or engineer of record.
10. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to
start of construction, the name of the City approved contractor, who shall submit to the City the
following items:
a. General Liability Insurance Company and Policy Number
b. City Business License
Contractors State License Number
11. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3
p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact
the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at
the intersection is to be altered in any way.
12. 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.
13. 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 Page 2 of 6
PERMIT NO.4408
La Quinta Medical Center/Precise Grading, Storm Drain, Paving/
SDP No. 2004-811
Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street
closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be
maintained at all times.
14. 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.
15. 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.
16. The permittee shall haul all. offsite debris to a certified landfill. Prior to hauling debris, the permittee
shall inform the City (Inspection staff or 777-7089) of the name and location of the certified dump site.
17. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the
Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or
parking on the paved R/W.
18. Prior to excavating in native Soils, the owner of the project. shall have employed by proposal contract an
archaeological observer for the site excavations within native undisturbed soils. A copy of the contract
must be submitted to the Public Works Department and attention this to the Assistant Engineer I. If the
archaeologist determines the site note to be required to be observed, please submit a letter signed by the
archaeologist stating their determination.
19. 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.
Special Conditions Page 3 of 6
It,
PERMIT NO.4408
La Quinta Medical Center/Precise Grading, Storm Drain, Paving/
SDP No. 2004-811
B. Backfill materials shall be brought to or maintained at appropriate moisture content for
compaction. The appropriate moisture content range shall be established at the onset of the
project. and ensured prior to use of the materials through progress testing on the stockpiles.
C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be tested at random depths at approximate three-foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth
of lift that can be compacted.
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project.
E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill, per 300 linear feet' of open trench, at randomly selected 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.
20. 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. .
21. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition:
22. Access and egress to all local properties shall be maintained at all times.
Special Conditions Page 4 of 6
PERMIT NO.4408
La Quinta Medical Center/Precise Grading, Storm Drain, Paving/
SDP No. 2004-811
23. 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.
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: three (3) feet outside the sawcut
removal lines.
For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to the lane line striping, whichever is greater.
• For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
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.
Special Conditions Page 5 of 6
i + �
PERMIT NO.4408
La Quinta Medical Center/Precise Grading, Storm Drain, Paving/
SDP No. 2004-811
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.
25. 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,subj ect street, or if this permit specifically grants
permission to use the street to deliver street construction materials and/or equipment.
26. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
27. 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.
28. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the
permittee shall postpone cutting the pavement until the intended third party has acquired a permit from
the City to perform the required restoration work.
Special Conditions Page 6 of 6
� �
v �� �
1- ��
1