2676NOTE: wF ,
With prope validation _ 2
' thi's form constitutes an •
encroachment permit CITY OF LA QUFNTA
APPLICATION FOR* PERMIT _
PUBLIC' WORKS CONSTRUCTION (ENCROACHMENT)
�..P.r 4S C� OF
' y
•R For the construction. of public or private, curb*, driveways, -pavements, sidewalks;' parking 'lots; sewers, water mains'. =
and other like public works*Jmprovements in -connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS s
Subdivlsiowimprovement Permit —:Class III
DATE: ,ntr�axl�ar '(i: iSi9i r "t Minor lirnprovement Permit Class IV=•t-
s Y,.
LOCATION OF CONSTRUCTION `Ralkle »trftare bt 91-64 '
���� i�ii«Rfl�• ���iTtfil'�!'q �:;�� � it
(Street address or, Description of Location)
PURPOSE'OF CONSTRUCTION Camniase;w o�-8(f:a Y. Sketch (attach construction plans if app opriate),
DESCRIPTION -OF,, CONSTRUCTION ri ;tstr�"ba�rta b .d n a.
*kris na„ -wratii#eA isid"a `«'Rod, talar ' '6AZ 4ft&cm. tolm 'mon
c DIMENSION'OF INSTALLATION OR REMOVAL
.:C"XyM 11M IMP, IMP,�Q7n5's.'.16
.4
I,WWAW An, GME's, . B `PCA.
SIZE'OF EXCAVATION,_IF NEEDED .se�ek'Duyta
APPROXIMATE TIME,WHEN WORK WILL BEGIN, 11/.10
APPROXIMATE TIME'.OF COMPLETION
'ESTIMATED CONSTRUCTION COST $ ' + S27*33425
(Including removal of`all obstruction, materials, and debris, backfilling, com
paction and placing permanent -resurfacing, and/or replacing improvements)
In consideration of the grariting,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,a4 and ally
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: -'i~ `• �- •
Notify the Administrative 'Authority at least twenty• -four (24)• hours in advanceofthe"time when work will be started. ,f
Comply with all applicable City Ordinances, the terms_ and co he 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
a
_Pl1+!J4, r'9 r•s�w F•!•rf1T, rS f\ RtlR Flo P"I!R
Name of•Applicant (please print)
A-) xFywrRA.eh ^WTI. ".W. A•. a. Ak#.."&k4 qw1 yVVJ..l .J'-i,.4—✓I'tV
Busines Address Telephone No.
' matich
Box 50000'-
Sart DeMaxdittot CA RDD 77-2100
__a0. �#+►:�T.atn f'nx+n alk
.ttQ A r. 3alxt ice.
AAA
1*tmsda Dunas., CA
Name of Contractor Foreman
Business Address `Telephone No.
LJob
/and
Contractor's License No.
City Business` License No. N+l�.
St. Paul Pit e & MArius r
�"
d642$96
• Applicant's Insurance'Company.
i
Policy Number
ci,.r
TEES: .Subdivisiori Improvement Permit'—- Class.lII
Public improvements: '3%'6f estimated construction costs
Nov• 2
,
1997' ,
Private improvements: 3%
of estimated construction costs
; '
Minor Improvement Permit —
Class'IV: See attached schedule
Inspection Fee
'
PERMIT VALIDATION
- ',�,rt•
"> Permit Fee �.
}, i. yrs' r.:
,F S► 1001,00
r _
Plan Check
-
`•
PERMIT NO.. k �a�r3b
±429��Y Do osit ,Cred-i..
DATE APPROVED
�Hs'�LQ.etpyRs S r�etY B°
.
;I,freyuir�ed As -built
1,000.00
t
EXPIRATION DATE
TOTAL:
1Q:92Q�A.3
DATE -ISSUED., }
Receipt No.
?
,
lVl 1,,�.#��
By +4.4
r
Received by
Date
Administrative Authority
Recorded by
>„
`' '
Telephone: (619) 777-7075
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
1 Subdivision Improvement Permit — Class II I
DATE: 111 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION (jay -e— — SDP q--� =
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION J:C —S f,
DES RI TION, OF CONSTRUCTION
t
DIMENSI N OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEW WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ ]r
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
Sketch (attach construction plans if appropriate)
pts -
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 Quints and to pay for any additional replacement necessary as the result of this work.
1 /I Signature of Applicant or gent
NJ 1? 7 2Y,OJII?Lw -
of Applicant (please print) Business Address Telephone No. l 6
27,01
rA- nt
rector and obi oremiiri Busin Address lepho�e No.
lctor's LiT�No. City Business License No.
-. �aw,0- Fi r� i IVIR i -t �.2. Gf-"8`4 23YL,
Applicant's Insurance Company GEN. LIA151,LITy Policy Number
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 $ c i g20Plom 'r�3
Permit Fee ICash QeQWsi1-Swfety-Bw
if d 1(00V
Receipt No.
Received by Date
Recorded by
PERMIT VALIDATION
PERMIT NO.
DATE APPROVED
EXPIRATION DATE
DATE ISSUED
By
Administrative Authority
TELEPHONE: (619)'777--7075
DATE: November 4, 1997
TO:. .'Marcus Fuller
CityW La Qtainta°
FROM: Bill Crocker .
Eagle Hardware, Store #491
RE: Precise Grading Permit
For the purpose of figuring the fee for the precise grading permit we provide the following:
1. Matich covers the onsite paving in the amount *of $293,059.00.
2. Archuleta Concrete covers the curbs, sidewalks and HC ramps in the amount of
$99,045.25.
ii
3. The wheel stops, pavers, and stripping have not yet been contracted. We submit
Berryman Henigar's estimat6for these prices:
a. Wheel stops $12,750.00. '
b. Pavers $114,480.00 -
c. Stripping ' $8,000.00 '
SUBTOTAL. $135,230.00
'SUM 4ARY
Matich $293,059.00
Archuleta $99,045.25
Barryinan Henigar $135,230.00
TOTAL $527,334.25
Please note that we do not have signed contracts, as yet. Archuleta's has been mailed -to
him but it has to be executed by Eagle and returned to me.*
M6 are negotiating A,lith Ilatich to include the Highway 111,work. We. want to write them
one " contract.
It is of utmost importance for us to pour curb right away and to follow with paving where
4ik6le:"Please use tWs Hata to calculate aur- permit east
Please catwith�,airy
questions or comments.
y
M
• r A4- /t i r'}�. �r -.5.yt +M`. ,�.' - - y, •4S"�J-*a„r.� ,
r.,,".�,,.^ ►a �- y i 1 . �:;�� *sij�^E } 4 •"� �.� �rf:21"cSYla's i • �' , t .,+'•�• ;� ,� _� K ^ yre �a.` r_., yi I ,
.f. uD ,? Ip r �,�al �,.+� y �, �A � t �'�N'' nfi� J L•J.•'�. ,t -t � r r' .k• a ' `X•- .Y�, .
-,�'+�` ��' f,t �.�ft`S7{'.� •D`y ss,��`s; � j�+• ,'�-•.,� ,�1�.r_Y�.�."n'..� -. F jr�. � •' 4 t'" 7' i�• fi. n C <, _'k +�.�:�� � �g.� � . ° p` 'r
N� Be'rr. yman-'d� `Hei>rigar.
'LY rBSLCon'su/tants,'/nc
Inc." 7 A
ice'' t , .41.,
1 , .,.r-
CTTY OF. .g t r 'l -Li Ouinta
PROJECT: SDP 97-605
'- Storm•Drain Imp Plan
B&H .13 889.82
ENGINEERING FIRM:.. PCA Engineering CHECKED BY: Guy
PROJECT ENGINEER: Hayward Pardue DATE- 10/13/97
TELEPHONE: (714) 241-3400 CHECK NO. 2 nd
' CORRECTIONS r
L The Cost Estimate needs to include the work items from the Grading plan: C&Q. Dwv's
precise grading, etc..
2 Review of Drainage Report revealed some minor discrepancies that needs to be revised
which should not create a proble' il for the overall design.' -
3 Upon completion of item 2 adjust the drawings as needed and attached signatures as noted'
4 When rerifinec corrLti nci c are ro) leted contact the CitTfor additic'mal inctQiCtion fnr next
submittal:
x:777 East Tihquit 7banyon,Way,-,Suite-3.17, Palm Springs, CA 92262 fel:;760-778-8839 fax: 760-778-11989
t mi •;c'� '.rf',nf'.i.SY ^a. - - n c� r. '`'' '.. -
�.. An.E ual Opportunity Employer...
f
= C4 (f),gT20 . 03
..-w tJ',"'^'•�{ "'" t"'�.r w .'Y 1 (!-?y£{ F,tiy '7' y �" - �' - •.t !.. J1 ��X `..:+.•a + N'� 'iWr I
g3� �..s i,, -'a + •`.r`.i%t'•
Y� z , i 52 a 4
r;., '* �' w^•vs.i titi n }K r� 'R+',1.J�Rr ,�%orf` * - ,,''- - " ,� �-+ ' KJ, yx•�,:
n t f�, x'44. 3s sf� 3-,Sy'•'� �'•rS iS �a {�.'+'K4 1'''Si l4 srt.y.1•: ? y»w'i �.i'Pi� TtY+4c f n-'^' .fir
o-r'v¢+�', Z, t�•',7 s 3-�+,.- �St9'4 .. ✓ � 4 w5i }. X' T }c:t�i ,y r,
X+. - .Qj ..'+s� F .pG3r'iA• ./tY t t�s••YxtX - Y`� u%"{Y Sr y -ct ` F 1 s - 'F r �' Vit. •�.+ �t .+ }ti a r•( •a4 ,>..
ry•p'rz7 -�•l t r af' i 7+ v a..+ .r fk. .Lsr' {{�.lrR7r.
+ ai t y�!t � }7 �„• �5�. } ::�.I,q, to+ f. .^ '>. "+!`�' .•t Y• ',+ f,�9
KyW' ! L', � t4]1 V+ - i�./A �.tA' N{ .�d•Y.� � SJ�s\.T - - . ,aJ+� f r�^ •,' ��M
.r `- F .sy "•i' f, �:. r ;t..? a 9 d,; r./
:'+t t ti? t "�,:+� �' t - . sem rr - r5 - ' T
ST'.ESTIlViATE<t�,. �• °
�,...
PRECISE GRADING IMPROVEMENTS
- EAGLKHARDW
ARE andGARDEN
LA•QUINTA;ICA` }
Sub -Total '
-Contingency (15%)
TOTAL
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xt -:4 -y r
r
fT �fy s� �y,�3�T�•tr,o„3�«J� " F v, � •
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$723,533
$108,530
$832,063
Item'
Quantity Unit
Unit Cost
Cost
Construct type ",A2-6" curb and gutter per A. P.W.A. Std. 120-0! :-.
1,940 LF
'$12.00'
$23,280
Construct,tjipe "A1-6" curb only per A.P.W.A. Std. 120-0
7,780 LF
$10.00.
$77,800
Construct,i 66on:gutter per plan detail
3801F
$8.00,
$3,040'
' Construct temporary6" A.C. tierrri type "D1-6" per A.P.W.A. Std. 120-0"'
380 LF
$4.00
$1;520'
Construct Handicap ramp per plan detail
3 EA
$800.00
$2,400
Constrict 3" AC over 6" AB `
178,280 SF
$1.30
$231,764
Construct 3" AC over 8" AB
69,500 SF
$1.50
$104,250
Construct sidewalk per A. P.W.A. Std. 112-0 and 113-0'
19,840 SF !
$4.50
$87,030
Construct 3" AC over 9" AB
33,560 SF
$1.65
$55,374 '
Construct concrete drainage channel per plan detail
63 LF
$15.00
$945
Install 6' long wheel stop
51 EA
$250.00
$12,750
Install interlocking pavers per plan detail
14,310 SF
$8.00
$114,480
Construct parking lot striping per plan details
1 EA
$8,000.00
$8,000
Install barricade per Riverside County Detail
1 EA
$900.00
$900
Sub -Total '
-Contingency (15%)
TOTAL
5 j 5� •
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r
fT �fy s� �y,�3�T�•tr,o„3�«J� " F v, � •
A •
"`T
r � a
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$723,533
$108,530
$832,063
M.Im iR�.LIM M/M1AMM: CJI FWAW'!i►1� - j'�9. -.t he, y[_ - �" -� r FWfO tLl 1 ... 5yr _ -•(r ..; -n
y JF s SUIII 6116. ctdrti Uon-va N6:14978'3 „r s s ,a Y�
� t 4�i .£ f} i .✓ti f 4 . �y � �' LTi J �'� 4.
-.n Y t'{ ♦ it ; �Nt•' LS " 1 �• , d - A S: R 6 - •k1Qfi r�' 1.4 t -4 1 r.
r(x y i y .i, x a, k 5.
.•..,� k�w>'�ty.�' Y .t{tiC M;S.r r f. ..�,• he K.
a"r Fah. r• x x; y nfc•k
0„ I,o
PROPOSAL TO (Client) DATE., October 1.7, 1 7
` ragle Hardware 8C Gay&-n PR01EC1i SDP 97 605 8 1
.961 P".co. Avantic, $ Lu (2u444, CA , , .
Rcaitarl WA?9$Q55 ..LOCATION
Attent,O N:
BIII GYucka x �f cusrNUMpMERSJ08BER
- bx ".- - Y Telephone. ;. (760) SG4-59G41+�c 5(J4-ti!'/5 - � �'••'^ ,t r - `t >..�'' £uc - � .-... w. a •z- i :=r s
i T�% PhX'�.y-r1'.fi WV - - . .-.' -w .. v .> ,,.. .7„ j 1-3?•'SY.ii ��Y^. J• -kfI` ?Y ..i:'�.:`... y".lwY j c - „i,
MA I ICH t`Attl'OltRT10N (tiircMORCiC�I1GOntroctOr) submltatna tnuowing rYopoaal to (�lcnt for NiNankng the mamAnl And
labor end performing the work heralrtiafler epocitled; eublsct to the tOnilp'pnd ppndglpnp hprpinORor e0l Iortm;
- '
OPPSITF. RARFr AND PAVING ON APPROVI3D'5UBUltM)E
i BY OTHERS!
i` k
- I i
5" A.C.,, ON 10" A.B. 25,095 Sr @ $2.00/Sf' = S Sn,190 00
ONSITP. RASP, AND PAVING ON APPROVED SUBGRADE
BY OTHERS
r
3" AC. ON 6" A.D. 165.085 Sr n $0..96/Sir = $177,682.00 ,N S l ON 0
3" A,C. ON 8" A.D. 71,157 SF ( $1 e7/SP = S 76,745.0o
3" AC,, ON 9" A.R. 35,571 SPr(i! $1 10/917 ^ S 39,132.00-243VS �, U V
13STM!L.TED TOTAL. $343,249.00
ALTYANATH 13 207. 00
- A-C. PAVL ON APPROVED BASE BY OTMRS / I Q N �/ Jw
i ESTIMATE,[) 6,300 TONS @ $30 ZR/TQN
�.
PREPARE Sl1BGRADE FROM * UR - O.a AND 'i'U'!lALANU I
• ADD $0.09,515!~
ADD WITI)KIT.T. @ $0.009/Sr•
- PIMP. ONSTTF. PAVING TN TWO LIM ADD S0.03W
PRICES ARS SA8110 ON TWO MOVUINS. ADD 1140JEACH ADDMONAt.,
P1t10E•S ARB FOR COS PLE13ON BY NNS_30,1998.
1. r�ete3 s r•.xe�:tmt 4'X15711 Of' PE Rhin, T'ESM40. IIdSPBCTI01v FETtS; tTl lI 1•fY
_ f AI tJUSMTfNt :S, MNS1RUC.-M7N WATER, TRAFMC C ONMOL, P DwM COATS OR SE&
. _..".'.', IX)A S,'krI*I1'IN0.SAWClrff..-RF MA7STMPAR7(14iF»'CMR) ANT) ,(MANAJPOF
11114)'R 'IVAIM �S.
t , ,
�x '� ' �� N011t:h .Ina loregel�g FYopotnl Annt nM tnnyhnde M offer unless the fomtel•ayreerr it �ypy0iing un tho reverse'
(( `.,, �.`Y-. � ;r«'_+ ��_ a�eltle�horoot�pcigrio0byadilbauthor�carptucdcntathfea`tContreptor°rnetotelt, hutirnntvaft.andlrvotc
re^drre�!°'itlrc�"Yr�vrbiiuetrwetiur�nwntorwcrkdona(Saealaapspgrapn2pn01�tovoroChorcoD:Hroupnpea i.
f_ x- timet x Inptadnnfbyett,Rraifiuuomfi,m>sl;edtq�bw'rtl�,nonetehthloot,ptirowraL�uir,pi�lydvlwdbvbg�adeeteveUonlSea
x a .t t? "` a ti Y J r �" oleo aarsgrsp� 6 ontflo rOv n y G r- :.t �•', s ti Y m> ti- uv i t
e � f>w a.. Ya ?ar�wr♦ t_`.}.a iY- .�. '`"> .-ra. f �"+a, ;-tr :�, :' yarrc'biitti�' 'Y t :. ..� ;t.
t �.� � 1G K�.t.. 4� t 7. G 1, i. J'9 f .✓ c i =1,.� aT"�. �.+ s '.�. - .y`. - .. .
�a L ;: $c, " 7 � t' � • I � a. � � a:- x � w e K - z t : r 1 s s6 x r
� (#. .Y 1xn�•RR„ a ` 'rA c s t ,a;�' } i,^ '. J jt �, r•F. r i ? a n t d� : x, N } te. _ t
ves at` n vS',� f r„ �, a�. � v7 � y`1'�.� ` Tt "` 4:, K 'y.. f� i ry Z?+J �'{. d 1 A • '
.✓4.f. a. a .^t?ts��ji47c�zr.. ,,., � r'2'�'.L . y rte: r � ��, .�,� "FJ, �<a y �)
�J.�:-^_ �i 3.:l�b� 1r :-.«: .�: / .`' i. :Z.-.:, ... � -��.. �i .2- �$c .J-'�•• F ;o.. y r'
;.. itxr, ,fel Wit; n c. ri.o r. r , i c = y �. - b a ::-.l ;' o v ; {: u,1 r a - w..., ...
I
f k i r PROPOSAL CONftCT
C .; •��ttS )r»`qy ,fr .1 .. t.-� n T,�a°.
k5• �J�. Martis I C(1(iPOltArt(1N (f:nnrreianr) �rnpo�ec iu to 'I arid labor and, perform Ih0 Werk apaclfcr.A in tha Pro_
` ;•jw u:appuaa,:yunuivrvvvri;vsrhut vulalid lncorporatodffore`Igbyrcicrcnce.aithe Att. therein da-lrgnatedfor nnJalthe con.
hoot price Ihorein ostirrialed upon the fallowing forma and eanditiona•.
STANDARD TERMS AND CONDITIONS
(These arc all part at your contract'- PI -r ACE READ THEM CAREFULLY)
1) This proposal s su!)Iect to Cltrntb vr: film uccvplance, dellverod to Contractor, within tan dAya lrnm dme of eslLl mtr, .nd (1
not ec accepted within ouch tlmo, this properol is withdrown.. No contrnrt nrisns, unless and until lhis: ptyputiul has boon oeteplcd
by the Client end Apprcved iA writing by an withnrbed representnlivu v! Contractor, and this propooal is subject to rhangA or
withdrawal ult.Y vo acceptud Ly Clivot end appruved by Cantraetor,
21 UNLUA; Oil II uwulr t:PrCIFlrn HEREIN, THE CONTRACT PRICE -SHALL 9E NET CASH, PAYABLt At tx)r rRACTOR'S
OFFICE (AS SHOWN ON THE REVERSE HEREOF), ON COMP4eIO:v OF:IMOkk1iind whPrA basad ur unit prlce>i syvCiflvd In the
actlmsto ttto sgyrogaio comrior prloc shall be detcrminnd by meAAuremnnt.M conivIetiun of rtcv work. "Cnont agrees to make
mnothly partial piymrntc to the ronfrarlor• for Work and uwt4:1411 iworpuratod Into Inc oonLtruclion, IAAA the Aggtogste of pre-
vlcue paymaru, and lees a maximum roion(I00 perCCntaoc of b% line pi; -treat) In case the Client fuilS to pay curb monthly
PAymr nts Promptly vj".n dun. CAntrA ct nr • At ds nr,tipn, may declare w! lot;.-url wu(It oft; aid contra of prio a to be ImmediA l ey dr r A and
payuww and play rvrury to cunpnve with the work, unlocr. anduhill full payment of the rnntrar.t price Is made, or, ax au ativmadve
option, may r0ise to continue the work, uo!"t; sc vtily satlsfactory, to the Contractor IA aivnn to insure ylvn,pl payment of
Installments:' Final payrnoni, InCluCing rill rotenli0n5. shut! be mada by (airnf fo the Coul: ar; tut within thlrly-five (361 dayR After cnm.
plelion n1 the work i". GdAd her .Tin "
3) ti .nn RCGPtAnre nl the rn nssl h the Client end aPVruval byIlly Curlreelor, It wilt 0ee0mc the entireegrrrment bet.
weuu the Put flus. rwtWillillarlding any cummu ilcritlonr orneooUOtions,written or oral lhnrn ore no quvruauta, otlrvvmants,rop-
roconloilonc, Inducements. gusrm�toae• or wArrantiPA Ant hernia expressly.ca,tatne(l,
4) The contract recultIng from ocoopionce o! this proposal, w made iA rente mptstioiit of NatRnt cvndilfgrw eitho vile and of
ixiating economic conditt nk 1163 net in nnficipation of extraoWhii0i y infla(lun, deprocclon. o0onorilic change, war, or latent con-
cNiv,ls Of Ilre ';it, unkuvwu to Contractor. Contractor tC not fee-ponoiblc for any delAys Or interruption of Ihv work or for fa0uro of
portormimoo In whole or ;n part by thr.• C:nntrAclnr c:Almrd by impossibility of j,urfv,rttrnca, or by oognomie Or commercial tnratra.
lion t9 any 0I%UlitSle9nce ut evunis. Utv risk of which Could not have been ranannithly Inreseen by Cuntr, actur, nor for
any'detays or !ntorrupllAn Of Inc Work on account of trAnspnffalinn diflirUltleE, goverurnvntal regulation of matcriot3 or;Ahnr
prlerdleA At any kind, �trikos, lockouts, boycctlx,!JHlcrvncva with emplay00,1010 of Cod, or nthrr eahsa beypnd Cordtvctur's
• rvnuvt,
51 All Pnrmir and :�Ispect;eo Iris paid by u,v -,;m1ractor to any publio body by raaAon Of the wnrk hereunder, sh;d! be billed
xvyurulvly actd Cul a6 a part of any of rho DrICoc Clowd ncrcin. Curti nems shall hr.treated as an r <h a, ynd as such;wlh bC Cut;cct tD
Ourchorgco of )b% 07RrhPAd, PIIIA I(M fnr prnlit•'AII ewcise. P40uyu, vcuvpallun, perconal properly, and other laxrS (whether
federal, state, u, luuat) applicably lu thu vele, purchaCo, UCC. Ito;cllation, or ownership of material to by vupplled by Convoclor
hereunder• and for the Daymant or caliention At whir,.h Cnnlra+.tor;s liabla, xhull bu added to tho not Contract pone herein sPat: led
And sha!1 be pti;d 1,y Illy Client, whethor 000; 1100MY 0t forth in the natinlAIP Of nnf NotwilliSwnr!tny at, ytitIng toth00ontroryhefain
contained. the (:Atitnrntt $ales tat rw atcludud !n ltlu net contract prloco unlCso ol"rwuvP. spertlir, ally slater!.
0) If lillg Or r uuyh y: ajin.I of Ihv site Is lube made D:r O,horc. the oitc must ne IPIi for the 0.nntrartor dl u1 wlvvaUun wltGln one
tenth foot piuC or minvs Of finished subgrndE PlPvafinn And lin of srtc:h ilialel iul au will t,radity provido o firm and stable. Auham.io.,
(:ASIA incurred hyf3nntractordur tofa;luicul u,unv,uru:har contractor to [cove the site ht a elAan and wor man3e cul,Jiciun, shall
be pald to tho Contrici0r cc on extra together with lb't fnr nvrrhaad, plus 10% fur yrvfit.
7) Quun:vry ilne cvrvoyc and Clvrl onginOCrin4. (Including, cwt not Gmiterf In, setting lines and yt advs and s(aking) Ond re�,uir
ing the 3rrrtcai of a IIr:P.r!sed civil rnginrr.-, if necessary, shall bu p,vvidud by Client or11Clleol's expense, in wlrlilinn to the .-0 -
Iravt price, but CunetaViVe BSSVrttys no responeMlllly to" thC COrrcclnesi nl Auch Survny nr civil enrdirievring, Client aaEumoc f.I;
rOcwonelbill(y for detian of grade, provision Inn drnirngn, and d1sc•1large u( wulv,y from tho Cho. and Contractor AnAU hAv& nn
tinhilily or +e.ponsibll;ly Irrererule, Sl,vultf any Such re6p Drlclb)llry be ploced on CcntrArtnr by agreement,._ l;;urrlWW(ICe E, or
operation of low, or it engineering acrtriconbyCon,(AM(WAAr1Plnyeesare nevessuryiothvproper portOrmanecofthe work, thin
the cost, plus 15%t1w,vuf for uvvrhead and 104E for profit, of 110111ing such rRAPenaiNAilyor performing sura, vngfraiering eorv!oo0
or both Choil be chorgonhle In the Client AA An nxfra.
8) Cu ,il uehl wal r ••n1E that rho mrirorl^,t(: (o'bu furnished hereunder will he as specified or vyoal, and Ihaj all work ;hall be
done Ind pceformcd A
in goad mill w,limnrlike m neer, but Cont,tilOw vxpiebaly euvmo0 nor f .r Iaih,rGb 01 wurk
caused !)y trio 6011141;1 �if fills ph,ctld by uthere. Whothor oaueOd by the uae of intpraprr fill materials or ulhvrwlae.
J) Should Client rikautl hrrnunder, Client Cdr nus to ppy the ConVoCtor, (n addition to the nonfrarf firi Se here;gsyui,:ilivd, any
and all curt, rvusvrlab!y lttcurred In collecting ovh10 duo hcrounder or nthery ise obteinfny ivw0tviluu from the Cllon(, including
r0000nablc atterncy's leFfa.
10) Upwl completion, Edon: Ogrooc, to Inspect the work tnntrdiAtrly and Issue an ucevptarice to Controolor, providing Ihn
work hoc boon Comptct.d accardhtg in the. terms of the rnnt,art.
1.11 The Pil;;us haroln statod lncludo no itemo of work not aperitind heroin, and any addilivual Ileme of work done at Cliont's
ragvoct will be charged for Aa extres
121 ContraetQr otWil not be oNigofcci to pert: rm extra wnrk or supply rectal equipment without Cpecific authorization from
Client sir Ullent's MpreirrNative-
18)Cuntraetor chill not be ►000on0iblc for dnmage to the It,drrground water, yair, electrical, tolo6h04e or sewer lines that
ora Ant clearly Qe,Uatyj..
14) Any work regvirrJ to i uvvv, !uwe r or repalrwaier. goo, telephone• alnr triral or sewvr flaw* of ell ajrtenanCCG is to he done
bye others or, ff done by ConlrOCter such work will r.nmxtihrte extra wurk and will be chcroeobto os Runh.
SPECIAL TERMS, CONDITIONS, nR WARRANTIES
ACCEPTED BY APPROVED AND.SUBMITTED BY
—_• • _____ . Chant MATICH CMPORATION'-.Conlrawor
OATS .. --- DATE .._N
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ARCHULETA CONCRETE`. -
l� . 40-485 Starlight Lane
Berrndda Dunes, CA' 92201
(760)-345-722 Fax 345-8223 "
Lic, No 672066
PROPOSAL # : 9f872 '
CONTRACT PRICE: ,
1) Scope of work will be performed for a contract sum of: $ 99,045.25
2) Subject to any auth6rized change orders
PAYMENT TERMS:
1)
Payment upon completion of work
2)
Any,payment disputes to be settled, by binding.
`arbitration of both *parties.
GENORAL STIPULATIONS AND EXCLUSIONS: _
1)
Engineering by others ! ,
. 2)
Barricades by others
3)
Permits, Fees, and licenses by others
4)
'Water and power to be positioned and supplied by others
5)
Soils or concrete testing by others
6)
Underground utilities to be identified or moved by others
7)
Not responsible for unmarked underground utilities
8)
Rough grade and compaction by others
9)
Base under concrete by others
10)
No import or export of fill materials
11)
Proposal may withdrawn within 30 days if not accepted
12) '
Scheduleing contingent upon labor, materials and weather
13)
Project to be field measured at completion for final invoice
14)
Service charge of 1%,Per month added to past due accounts
15)
Signed, Faxed copy of proposal required for work to begin
WARRANTIES: .
': 1)
1• year warrantyof workmanship from date of completion
2)
Warranty of all materials responsibility of material supplier
3)
Will not warranty•concrete against salt/ chloride erosion
4) .
Will not warranty concrete against cracking
5)
Cerrientwarranty prices are good till January 1, 1998
:ACCEPTANCE:
1)
The undersigned agrees -to the scope of work, payment terms,
contract price, general stipulations, detail stipulations, and
exclusions as defined in this proposal.
Submitted'by: - Juan Aleman, Estimator Archuleta Concrete
Accepted by:
Owner, Contractor, Rep: ,y
Title and Date
�..: -Page 2
,h
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ARCHULETA• CONCRETE
>'..40485 Starlight Lane
•
'
5
Bermuda Dunes; CA- 92201-
(760)-3454722, Fax 345-8223
Lic. No 6,72066' -
DATE:
ti 30 -Sep -97
PROPOSAL # :
91872
,
SUBMITTED TO:
EAGLE HARDWARE 8< GARDEN.-
ARDEN-981
981POWELL AVE. S.W. -
RENTON, WA 98055- ;-
"
ATT: BILL CROCKER
PROJECT NAME:
STREET IMPROVEMENT AT PARKING AREA
LOCATION:
LA QUINTA
SCOPE OF WORK:
ITEMS
AMT. UNIT DESCRIPTION , Price
Unit Ext.
1) _
2090 LF 6" Curb & Gutter $8.50
p/If $ 17,242.50 .
2)
.8819 LF 6" Curb _ $ 7.25
p/If $ 63,937.75
3)
390 LF Ribbon Gutter $ 3.00
p/sf $ 3,510.00
5)
2 EA. Handicap access
(stamps detail only)
8) i
9570 SF " 4" Thick natural gray sidewalk $1.50
p/sf $ 14,355.00
NOTES:
Rebar and dowel not included at Curbs,
Wire mesh not included at sidewalks
DETAIL STIPULATIONS:
1)
Grade to be within .1' (one tenth of one foot)
2)
Builder to thoroughly wet area during trenching operations
_
Accepted by:
-
Page 1
•
w ,
The following General and Special Provisions are attached to and made a part of Permit No.
GENERAL PROVISIONS
The following shall always apply:
ENROACHMENT ON PRIVATE PROPERTY: This permit authorizes 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 permittee for his contractors to
secure permission from abutting property owners. Such authorization must be secured by the permittee prior, to starting work.
TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on
any paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber.street shoes to
protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas. If the existing
pavement is 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 cost 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 La Quinta City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the
duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations.
CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and
concrete structures encountered during excavation which necessitate removal shall be replaced in kind. 'In the event it becomes
necessary to remove or cut 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 OPERATIONS: 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:
NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction.
UTILITY CLEARANCE: (Substructures) Prior to making any excavation 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.
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 inches of A.C. paving placed on inches of class aggregate subbase course having an "R"
value of not less than and in conformance with City of La Quinta Road Improvement Standards and
cl�)
Specifications, Ordinance //461.
PARKWAY GRADING: Area between the property- line and top of the proposed concrete curb shall be graded to a slope of
1/4 inch to one foot (P).
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 (_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 2 1/2 inches of A.C. paving placed on( ) of class aggregate base.
Driveway construction shall conform to attached drawing. _
SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times.
A7
RIO SOIL STEREUZER: The area to be surfaced shall be treated with soil sterilizer: Rate of application shall commply<with the
manufacturer's specifications.
Rll 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 dgring 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 of City of La Quinta projects.
(RD12SURVEY MONUMENTTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when involved shall be completely tied out so they may readily and correctly be
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to
these monuments shall be furnished 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 project clearance.
R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight to a straight edge prior. to excavation. Method
of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating
equipment be used to excavate prior to cutting of 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.
LIMIT OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet of open trench before backfill operations must
begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the
traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No
excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction
material is actually on the work site.
91
BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing an adequately consolidated backfill. Any material which the City of 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 in lifts of not greater than
three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case,
a relative compaction of 95 percent shall be attained with the structural section of the roadway.
R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench
before flooding or a maximum of five-foot (5') 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 be not less than 90 percent 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 continuous.
Rl COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000
feet and a minimum of one (1) test on each road. 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 Section 6.3.01 of the
Standard Specifications, Division of Highways, State of California, dated January 1973.
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 Section 6.3.01 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 2 inches of SC -800 shall be placed on a prepared subgrade. The SC -800 temporary paving shall be placed after a
maximum of 3000 linear feet of 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 inches A.C. surfacing placed on a
inch class base shall be placed no later than 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 streets 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 permittee to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections which can be handled safely without interference or hazard to highway 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 is becomes necessary to
restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate signs, flagmen and or
barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the
surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall
comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
0
SPECIAL CONDITIONS --PERMIT NO. 2676
--- Eagle Hardware & Garden, Inc: ---
In addition to the standard permit conditions, the following shall apply:
1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For
Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. Eagle Hardware & Garden, Inc., hereinafter referred to as "Permittee", shall be responsible for
providing continuous dust and erosion control.
3. Streets shall be kept. clean. They,shall be completely cleaned at the end of each' working day and
more frequently if required.
4. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout
the work site, the Permittee• shall comply with City regulated work hours. Operation and
maintenance of equipment within one-half mile of human occupancy shall be performed only during
the following time periods:
October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.. .
Saturday 8:00 a.m. to 5:00 p.m.
May 1 st to September 30: Monday -Friday . ' 6:00 a.m to 7:00 p.m.
Saturday. 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
5. Work performed within 500 feet of.a signalized intersection is restricted between the hours of 9 a.m.
- 3 p.m. Traffic control shall be set up after 9 a.m..and removed before 3 p.m. The Permittee shall
contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal
operation at the intersection is,to be altered in any way.
6. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
Permittee shall assume responsibility for repair of any pavement damage to any public or private
street and for any damage to. other City streets or facilities as a result of work performed under this
permit.
7. P(Ordinance
ursuant to Section of the La Quinta Municipal Code 10 § 1 (part), 1982),
advance warning signs and traffic controlshall be installed and maintained in accordance with Cal
Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control
plan, if required, shall be prepared in accordance with the WATCH Manual and submitted to the City
for review and approval one (1) week prior to starting any construction. It shall be the Permittee's
responsibility to appropriately detour and barricade all construction sites.
Special Conditions - Permit No. 2676 Pagel of 5
SPECIAL CONDITIONS --PERMIT NO. 2676
--- Eagle Hardware & Garden, Inc. ---
8. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10§ 1 (part), 1982),
street closures shall not be permitted. A minimum of one travel lane of paved surface shall be
maintained with flagmen at all times.
9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated
excavation which impact City facilities, including but not limited to traffic signal conduits and loops,
irrigation lines, electrical conduits, and storm drain facilities.
10. Should additional work, materials, or modifications of the work be required in order to meet City
standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall
be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost
to the City of La Quinta.
11. Pursuant 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
Special Conditions - Permit No. 2676
Page.2 of 5
SPECIAL CONDITIONS --PERMIT NO. 2676
---Eagle Hardware & Garden, Inc. --- -
completion of this portion of trench, the City Inspector shall establish the .maximum lift
thickness to be compacted for the remainder of the project.
F. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift
of backfill, per 300 linear feet of open trench, at randomly selected locations within the open,
length of trench.
G
H.
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.
If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
I. All costs incurred due to the conditions above shall be borne by the Permittee: Copies of all
test results shall be furnished to the City Inspector.
12. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily.paved if
within the existing travel way, at the end of every workday as directed by and to the satisfaction of
the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed
that which can not be backfilled in the same day. Excavated trenches shall not be allowed open
overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet
in length; open overnight at a point where construction will begin the next day, provided that this
length of trench is completely covered by steel plating.
13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to
its original condition.
14. Access and egress to all local properties shall be maintained at all times.
15. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) ' days after the
completion of the work. Permanent pavement replacement shall conform to the following
conditions:
A. Existing asphalt concrete, pavement shall be sawcut one (1) foot beyond trench edges. Edges, -
shall be straight and clean. ,
B. Permanent pavement replacement structural section, within all trenches, shall be F' 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
Special Conditions - Permit No. 2676 Page 3 of 5.
SPECIAL CONDITIONS --PERMIT NO. 2676
--- Eagle Hardware & Garden, Inc. ---
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'/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. For transverse trenches across improved streets, the existing pavementsurface, three (3) feet
on either side of the excavated trench, shall be cold -milled to a depth of 0.10', with a "butt"
joint created along each edge of the cold -milled area, and a new 0,10' lift of t/2" max medium
asphalt concrete pavement overlay applied throughout the cold -milled area.
E. For longitudinal trenches within improved streets, the existing pavement surface, through the,
lane width (within, lane line striping); shall be cold -milled to a depth of 0.10', with a ".butt"
joint created along each edge of the cold -milled area, and a new 0.1.0' lift of t/2" max medium
asphalt concrete pavement overlay applied throughout the cold -milled area:
F. If grinding and capping operations are not performed in the same day as base paving
operations, the base course lift of/4" max medium asphalt concrete shall beinstalled from
saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of
paving shall not be left 0.10' low in anticipation of grinding and capping.
F. Any existing lane striping affected by this resurfacing shall be replaced in kind by the
Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal
loops shall .be removed and replaced in kind. The finished pavement surface shall be smooth,
consistent, and shall conform to the surrounding grades.
16. Permittee shall notify the City of La Quinta Public Works Department a minimum of 48 hours prior"
to commencement of any construction at (760) 777-7075.
17. Permittee shall stabilize any soil that was disturbed (shoulder areas; .etc.) as a result of work
performed under this permit with an approved dust control treatment.
18. 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.
19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
Special"Conditions - Permit No. 2676 ' Page 4 of 5 . ,