4440t.
QTE
With.proper, validation
this form constitutes an
" encroachment permit
1�:
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
DATE: July 7, 2005 Subdivision Improvement Permit —Class I II
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Avenue 58, in the NE half of Sec. 27, TGS, R7E, SEM.
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Construct sewer line, Sketch (attach construction plans if ap
propriate)
ppropriate)
Construct 33�' (;r sewer main. >>>., f� , .',
DESCRIPTION OF CONSTRUCTION ;
DIMENSION OF INSSTALLATION OR REMOVAL See sewer plans
Tract 1168Y
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN July 18, 2005
APPROXIMATE TIME OF COMPLETION Sept. 18, 2005
ESTIMATED CONSTRUCTION COST $ "AsW04 I 12 `;.5I 2J. 2 J
(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.
�.�. ". ,t • .� j i� Signa ureSf Applicant or Agent
Name of Applicant (please print) Business Address Telephone No.
Name of Contractor and Job Foreman Business Address Y Telephone No.
89
Contractor's License No.
Valley Forge Insurance Co.
2501
City Business License No. ,
GL 2 4921 89 16
Applicant's Insurance Company In An n Policy FWber
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3% of estimated construction cost
Private improvements: 3% of estimated construction cost
Minor. Improvement Permit — Class IV: See attached schedules
Inspection Fee $
Permit Fee 100.00 {
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
Received by Date
JUL 12 2005
CITY OF U QUINTA
FINCE DEFT. ANI
,.,4440
PERMIT VALIDATION
r,'4440
PERMIT NO.
DATE APPROVED �7- 1)' 0 5
EXPIRATION DATE 7-1
DATEISSUEEDD 7-0- 7
Administrative Authority
Recorded by
Telephone: (760) 777-7075
� �. ,y
r-
r
AB
ATTENDANCE
PRECONSTRUCTION MEETING
Granite Avenue 58
NAME COMPANY PHONE NUMBER
•.�b� 21 CNAR DSpN G CCo ( 7Go) -77 5-`
e
GtL 6Z 2? s • Z?
o760-77.7-7b�
A=hedogist
eote *Gal-E*ginee f4;tcxord
k
r
C®4
PRECONSTRUCTION MEETING
Project Name:
Type of Construction:
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. Required Plans: 2,
D. Traffic Control Plans and Issues - 7 aa-
„1
V.
E. Standard and Specifications:
F. Contractor Representative: Name:
Phone:
G. Materials, Tests & Certifications:
1. Certificate of Compliance:�Qr� 3 �'
2. Mix -.Designs
3.. Survey Grid for Utilities
H. Safety: Hard hats, orange or lime vests.
eo
H. As -Built Plans and Final. Inspections
L ' Contractor to submit As -Built plans no later that two
weeks after completion of works.
No final inspection and approval of completed work will
be performed until the city is in receipt of "As -Built"
plans.
0
V
t 1.
'o
1
.June 14, 2005
City of La Quinta
78495 Calle Tampico
La Quinta, CA, 92253
Attn:. John Freeland
Re: Avenue 58 Sewer
Subj: Road Closure & Traffic Control
Dear Mr. Freeland:
GRRniTE
conmurnon
commm s1922
Granite Construction Company is preparing to construct a 33" VCP sewer line on
Avenue 58 in the City of La Quinta. As discussed in the field, we are concerned about
public safety if Avenue 58 is to remain open during the construction of this line. The line
is to be _installed at an average depth of 20 feet. The bottom of the trench will have a
width of 7 feet and while shields will be used, we are anticipating a minimum slope of/4:
1, which would result in a 17-foot width at the top of the trench. In addition to the
room required for installation, we will be utilizing two excavators, a loader, a water truck,
and dump trucks. As you can see from the diagram below, we will need room for the
equipment to work and soil to be spoiled. With the line being centered in the eastbound
lane of Avenue 58, we are concerned about the amount of room that will remain for
traffic access. The diagram below, along with the attached photographs, shows the area
of concern in more detail.
4 Trees
�— 7 feet —►I
20 feet
Not to
Scale.
Southern California Region
38000 Monroe St.
Indio, CA 92203
Phone 760f775-7500
FAX 760f775-8227
Page 2- of 2
City of La Quinta
June 14, 2005
We would propose to close approximately 1,500 LF of Avenue 58 per the attached detour
plan. We would maintain access to the Imperial Irrigation District property via Madison
Street. As per the attached details, we would set up permanent delineation so that one
lane of traffic in each direction could enter and exit at Madison Street and proceed down
Avenue 58 to I.I.D. Avenue 58 would only be closed to through traffic.
As an alternative to a closure for the entire project duration, we would propose to close
the road for 15 working days while sewer line installation is taking place. As soon as
sewer installation has been completed, we will restore the roadway with hot mix AC and
allow -for the passage of through traffic.
Thank you for your consideration of our closure request. If you have any questions or
concerns feel free to contact me at (760) 775-75.00.
Sincerely,
GRANITE CONSTRUCTION COMPANY
57
Joe Richardson
Project Estimator
Enclosures
Cc: M. Wills
J. Douglas
Job File
Lrl
CD
WD-7,-s
-Z
mnNPni
REGASUS
Fli
SOUTH VALLEY
�`_.LN i
VlS LAZO
MAD I SON
P 'A PK LH
HARRY— RAU RbD
ST
OASIS ST
cs�
ly'd
BRA
u
lip
:ZWINGED
T 7
TROON k-r
C)
7 ----------
BROOK ST
L/I
0
x
r
II
v
C
G
®
X
0
! ;a
1C
B
X
D
p
r1
A
A
�C
CIS ENO No $2)n7 H-L1 M k
m Ci1dW 57Z LI
TIoIay .iV
C=MMLr437
S2i�?'y�Nl-7a NnnoQ 3niQ = X
10
SIGN LEGEND
' C1 C3 11 •C21
::4 t ROAD CLOSED' A D
= R O
•, C, L' O .S E D'
LOCAL TRAFFIC ONLY I 1
r yC5 '(Rt. or Lt.) C5 (St.)
C19 m'p GL��iSE'D
u. W44 C17
.y
r _
Y R0�1D VI�O-01
RK3 ',F
.. s. ara{ SPEED LIMIT
xx
AVE 58 WB
CLOSED ,
USE AIRPORT rt�
j -AVE 58 EB f
LOCAL TRAFFIC ONLY
' USE AIRPORT I
±±,,-- - ^c. •m-t-r �' M"''•ir'� � d _ 'ram'-�..N r� t r =r r sr- . "a',+-l. > '� a :t-'� q •�.•4- --.
.i �.-yi_'h 3Nr ,�- s� "# Si '?f., s7t+yh 4'a'F'-
+i*�-e<2e-y '�i 1fi'ey''x1�Lx . - Ord . �`"'�3
"Scu`-,
J: ✓�' .,`de r,.e f. he �L�.o;r�.;%: 3 Tb a. _t Cs -xi 4. �- - .n.'L
. a C ;
':-'3 'r` Fi, a ''_ar'•�;^„1'`s4 7"x,' - k ''xi'^.y- t �zr#:::'-S as:'-•nlys j"l "3.'�'-.£a,, .:a z:-;-.a.rv�is', .
R.
'r-• "'t' ,�-f,`'' �r - F azp. `Rf3Y:,..."°trct.-
SuS•-uf�'s..:r •ram : `- ,a 1AN! i>�",5 F te-```'K,'^-�-a-
[£-�-'T>LA;��„=-<t'rr�F,,��._.::�.t5!e"'� <',c`4 ^h. 2c.r--z: _-u•. .x,:-�"..,"4'yrym�3';.y '7. .y,e
i' s • ^''" j•{ c ,�, k 7 i'x- c. ? ''� , -li .
t((��a�T,'ya" L" S iar ,Lr^ •w �" •Cn- �hc5,,
_F..rrxa.v . e?�F' r'" 'lr 1. y.*.'` }^'�t�'u"4 s:`c'x.i`'„--'':c^':4�yla- _.sc��� • `
i .� `¢*'%x '.r`YS%` 42'x f i hr'-.t I".._-.}i '- �yO'.: i �` "`•T<a- . v,L R" .
���f,�':-f,- ,Zs,..s,F�-' XN"1•i`x .. a,x�..: �F`��"Z.;h'� ` "`d+w",an.y' 4, .y .y'i`s,''c, 'x a "5��t ��,.s'T.le�•t4a.'wt'_..a"f'' -r-o�`f•-tsf•ram. �c,�.. r•d,`'„-,�-r°y''S '�,.I.,•.c+am.,""'''r'-'`,��,�'-�°�+.„r��'''.s-a,-F.,� T-. .a�.iy--G>=,_. 'M
r"x.MI"NOW Sjcn,•-t�C'r;�''r'j•s#' y
i' �' .�F" �•��ty's��','.'-,i�:.-., .=.rt�' `tom. .�`
a_.•,<' �fi k.. z� ,�. 'sF'},t`� '�,+z. �*-,-- _ s� •yak° '-3 .`
.. fir• " �a � f.�� 4 Ra} �.
Ec- .r•-•- ., cer?"'�._ F,. mz 7,�U-3JPf-�' -rti5 -- . x'41 s ti
IS` L-'`o� .?` .,z }r'''- `•- - ..
73
:.p w-.$,,n7 �
r,,,,
`�^'Kl¢- h:'1 r +vxy •31 s:I �-Y wr ' �- dz. -
•-POP�`>_'s'�;'}�`&1-,:; rzy �i
in�'-`•t�.r - :+Ss at :,.�., �r rY'zj _t -�F 2s�,° _ ..
- yr '� 3 f;a�-'-�(:.�s,'E�. �?�t-�'".� �`�.3{`.'� .._ �,.� {i; •v+ -'1, tt � _ 9 .
sy+�.��`�,',;A r ,ryc �i�,��fY-u�fi �"`'�.?�-.a, .�iT�,-:�.I.TSg .x�.�...;Ya���•''3`z: `� e�,2 _
�n'y,�i'-,. a'NFMIRIMI
-�
7
�f s jai v" MR5"'' _
'Y�.,e u'i .w1`'•5' }lam•,-`�`:.+T�.1�_„; h ,� 9 �,...C.
. K ..• 'K 4 " 'y? '. ^`J `•:'�P' 3 hc'A 4 * 4Y•l '^ � _ . `"tY°� � G -i „WPM, _
y'•'�-�.,.x��,i �_� »n�`..,P-y`,yr�i 'y-s..a�i3�, 2' f'�5� yc +3 ?3" - _ -'.� y,,r .,i•' l+`�' _� _
n Y:33 rr y
�•s$•`er"`=w .�. f-a� ??k.ss,"A'd r.a�"�_�� u�z3.I""'rm zYVr<"s'Y- 'ki-
yv* •'„y'
. ' 'C pr'ft ,.Mc=:�i.--e�."� v ��' �r.�•'a'z. ^`�r'�G�' � .d' �t -za ,�� , ..
' •i 'tea `f � 1 w. .� iF.,� �� srsa` 1--1`y�� .�C� ` .
t. .
m
�f`-'-_.r sY - c..'w='%"=�=�'a ,r x} _�'.r •.y- _^5+ �4
" { "A,E
i r 3b �•� S °. �i,y h.. o try,,- .''' �r �',--t• tx.r -v -�., i 'r �:;. t^-z''r a•- ,f" f c
n-`. e- 3'u �t f- '"sz.+i`^ `r" < Nxx i N t '^. y,'ts < "''•-S+ r �'.L t ..r ��-t�
�:°r•"lt.a^-Y W� FLa•. .z r•••�F _:z `�:a3,.s F y } '-3� ti i F,� } f` '�
• c:. 4�W a� u, `'�`rr -�t£..�. ;r�,a•.. r . ` -'s ..•--_,,T't _
s R,
ela s+•x`s�'"g• .t,e �» ¢'i, s t 4 "•7 v+3 x• -
t' a - - _:. ''" >`•YC �-.?` ,+ y ::`. •=ta-^�s�` ��: dam•"
f� '`w Su,`'.v``* ;�^a�.. ' c4„s cY'�'° ` 'z r"F--••d`_' •, : ��•, %'h � y. s. m -7 ry 's'�3 �-. , "
C. •?c�__:ul E .n-ta f, 'F'�`�" ` _ " `+
Xr�'��eti x -i 3s .,,J, F+-+x...v<�. f•i, -t"i .�' ,I< c;;.
.. ?• in
r ''��''c.- k{' 'la�.,--
;,-s cs"¢-'. •, _�zv }£ar-a �� - _s �,"M�N..3k^ - .ci�•a,{,i,»'3r rFi--nss?
wf rt`a xa iy '�'��{3T-X-±' " i� rT.-�a. E r 4 :- ..c" S ? L,'Y�'" ?•.
24
'ey,.
v'°iaC„'r-�.t.`+,.�%ism':ti�•,y+•','2�{.&ati.-I;....y'�5.. �oY�N�'ri.ar.-k�_ a:, }.�'?�'} i �. +_�,�-'�- �'y -
.. ;.r a �.""3--+:.=�+�. u,. ��>.��-,•:. ,..r�•%';<"ii:� ��r. 's:=��.-'`� -__ `"3-r�'•'��-s•.^ ��4r„•t -f„ �' .N'-x'' c . -
- - ,�";�.\��. &'m x'--,Lr=;%�az'�k'=-%',�rvr?�=:� Sc,-s � f� z7 y..���� �� r,. -� r ."-� 1 ",�`' ,k�*'..S��r. . �-k= �'. •
L� L1% +]'[ ti 3F "5 :+,^i
av� s•h ""?, �at�v�y .>- ,3�. , •tP fT'3h f-,-:,: •cam p.: - '
2' .' «5..,. tr~` "y.,,c�} "t - J�✓5*2 S,'. r r`�i g,a'�} Pi( �y'-• ,.,az<,:',
S" "'"�, Il' S�' ,!.. "*i:.•af.� @- Y�+++tayz Y w u++' 'F 3"s'Cv' t- J
eg-
_ '+c �-� y 'r!ri" ' 3T'sYr {•�� t•_ rJ�y-- ,,;-. r
.i�`�
.�= fix„„cr •.,,,,w ^+-�=all�� " a�r.•
•gpr�-
����"NN!!���� cry`
ROM
�m FOR
ME
• -"vt - � s� e •� 'r.`f `'�k;;1r� it; `,��"ro -� • i'L fi- n- a �..._.�;� tC�.^'c' ��i�. -- }.
z� ._.... 5- < "� w -: 5-- S3"�at _ e`a.- •F - i-..,.#",� yt`�+i ry`K� ""rT'"w', .
,;k," ➢ ...�ci 4, `rfi:<wn'9.s-•�: C.':t- ,..Yw at- 'c.,•`',= M" . j'i,-�'i' _ iLi ''F .t, F+'rw" 3 `' -
_-ty�.t.,:�%_ -r Y•r_•lsaa,:59 M, ss�, is v ` 4•r. 1,.nu �t .'k, <,:= n. ' . s aa'+cfi . £ �;
-+kmml zti FiC'-t_' 47 "' 'tX T.kif. �Y ,s. v t'ry Tom.0- - ' ' .
_ j^xi'•u-„�•.'ka"e r...:tdf "'4iT2•� i y4,�, ,'A-rtie'�'�F i-y _'s•4?;'�,f.. y ,i'_u+" '3.a1.+�-n "
'� �.Z, ir2;_ r �., ,'; v' tiss,•i`'`;SFt.� tz..'r,'i� u.yr .-Y..tz'..•. k�'.+T.c: �-r.,, - �-'' F" _ ai{i•�-' `
i'r-...c,Ki,:.;,-�-'y .6i."`e e. �F ,.�•--v-,{..,';., ..r•U"Y}'",�'.T: •:`r„>r.,
�35-'tr bb� wF 2r� - �4,>' "',: z..�-4., _ 8y'SFes 3';,,.Z-z'.'' 3-,:�'- `k:-- 7;.w �. �"t i
x i iC` �.,� �r ,{ate r '{'`tu,� '.z+.�`r�- i:k i"` ,.�:..� d. 5. .��, < „roi +r�p.> ,.'.3 Ma ,' ss+stst -sf _
rc ; a'rc+-,'d�.w''°£'bn'�.%tt„'�fy �"`i'..;rhf,.-'•{'c'rgK,aT;r'raj°t2'p1„',y�h.td' ..
ZON" S" r'"_^s..'Ks.r',rzr�.(�ri •--� cr3�.,.' ,.�'sis.+�a"'}Y , -•,: _ ti,','zr..s�,..
,,ii� wis4{ •.va 3.^,'w�,[{ti°:�a�,°"`.3"',�-4•,'af�J`�:"- k- - L.. s,..
x* r a� Kscr""r,� ^5 •``�,Y,f`'' yc t, ryim_.. tyt ...r..d.,4 ::�,.,v�,.•.�:-1"rF�,
3`r<N.r _,.�.;,��'.-.5 ,J>i•Y` r ,x; :rn r a'..�3 3=„' 6. },�•,,- S
�•�.i�..�'�..'�i•,ev,... ' w"�4It'.`,,
a''':,-;�_;.?�a•t'".'s',: F},•' �,t:.�. '4s.-__ _;"�`'''�€;,,; �d'`K,r•.<"-�. .�}Fzi, b's ". apN, :. -
';,;,�,r`i.:h7 �' zty�Sc'izl„¢G ?•' ;_^. �`�t"` ,, y•,� = -
. , S,_ ..� <� q k'•as rr _ s::�X��. f'-+,: „t• ,sm�'r.
d tssu `. tT a Y�
`�.b<x vrF•�. ciX_^"�^ .rss"5'rx`r,2a--`T�'¢+hra4`y"r- -r.s"i --:a 7K. ` g'' y,.�°?�• {, v..+:: _?':F�"� ^' �C.#�'tii,• -e
4 p "i� •5"7 .a psi' -fii v i �y'��'xi .r; .r� ',k'•. ry' ?. a �x c-rgYr +i
`'?gw`r. �''p;'-'�a''zf� < %UYfb r "t^o' ,-z",ar�3''Y';1'�;r-�'",''1• "'<"•2�,�h't!.`�
A•:.�.-cs'�}�•,<t s kx i � y ' '^E st�J .,q�"'��'� '4 r�.�.F ' ?. %.�� 'm•�3'�n �- � Y•fi�''�rti�-�s=,
.� ice$<,,.{ A P { }'_ 1 '.� '.ice •4 ..fr t1 t'
{: 45,.E ?. tr, NL SI r `"! kJc^• y'• rJA i- vin-G
��y'rtr'tcl'*u
- - ii'' .;-; *'.1,3,y� g�'.{�kh'+�.',�.t�"-`.. "'K�`�:tY'>-`.,�.' '*�' -r '� 'tea; .�•x
r<+•v+" �5'?S'ab
PZ, t pi t� , YRcy4y5
'�'' � r'•t�?`''-��n.�•q',
+
•-'.r-u!'u( X5 j1' -`( .t '�"�' ,E+' " �'.1Xx' Y".�'n": - '-r' ^ t SS.n '9Z 2`� i��l'
.s, a�"s�, .r 3f, # - .��' ,u �Ct�• ..+:s�'�'��s. _..u�c,..'ex�_� "SrP ...s.-----• �•� ,Y
_ - - - f5� � 7 .C'� �' .�.`Nh�� k • 'N �F�"Sh�� S� • '," "f its i' o ,..
+H i
wifift-im
E1..
MAY-18-05 WED 02:28 PM
r
GRANITE CONSTRUCTION FAX NO. 7607758229
P. 02
Dine or Proposal - Mev 18. 2005
Proposal Valid Until -.tune I& 211115
t
lI ,- I �
'w
-PROPOSAL AND CONSTRUCTION SUBCONTRACT �'
GRANITE. CONSTRUCTION COMPANY, hCreafter called "Subcontractor," and Sparks Construction, hereafter
called the "Contractor," whose address is 79275 Rancho La Quinta Drive, La Quinta, CA, agree as follows:
1. Description and Location of Work Subcontmetor agrees to perform the following work:
tics Attachment No. 1
Located At: Avenuo 59, T a Qunita, CA
2. Plan and Spectrkalio" Tic Ahovc work shall be performed in aocorclancc with the following plums and specifications:
See Attactnicni No. 2
Such plane and cpcei f iertinns are, by this reference, incorporated herein and made a part of this subcontract, but are not allaehcd.
3. Payment. Contractor shall pay to Subcontractor, as ruff compensation for all tho work hereunder the following amount: Seo Allachmont No. 1
a. In accordance with the provisions of Pamgrdph 3 on the reverse side hcrcofr proor ss puymc7ts shall be 100% of the cRtimatc and the sum of 1.5%
per month shall he added to uny b:iltnee unpaid when due.
b. Tic above prices shall include all applicable Sales, Usc, Pranchisc, Excise, and other taxes which may now or hercailer be levied except those
apecificully excluded herein.
c. In the event lho above price is a unit price basest on quantities, final payment shalt he for actual 4mutitieg. Each party homo shall diligently
cooperatc with the other in making a denenuination of final quantities on eomplution Of all work hereunder.
d, This Proposal and Construction Subcontrct shall be void if Contmctur is unable to de.monsiratc to the satisfaction of Subcmtractor prior to
commencement mtent of work his ability to make payments fur the work to be porlormcd hereunder in the manner and at the tones $et forth horcin.
4. Time. Subconlmetor shall eortmtunce work hereunder as promptly as practical aflur the receipt of written notice to proceed from Contractor and shall
complete the work in accordance with tho agreed upon schedule by and between the Contractor and Suhcontractor. At the option of Subcontrwor, this
agreement shall be void unless notice to pros e-ed is received vvilhill ton (10) working days following execution ofthis agreement by (contractor.
5. Special C.ronditiuns. See Attachment No. 3
e
6. Subcontract Duaunenta. The contract documents shall a mist of this Agreement and Attachments No 1, No 2, and No. 3.
Executed at 1NDIO , C'aliror olu, May is, 2IMS
If Acceptable, please Sign Original and Return.
Contractor.
Hy. _
Slide of California Contractor's
incense No,:
Ntune of ownur:
Address:
Name of Con: truction Lender:
Address
GRANITE CONSTRUCTION COMPANY
A CAU rORNtA COttPO"TION
State of California Contractor's License No. 89
Addrem: 38000 Monroe Street
Indio, CA 92203
Phone; (760)775-7500
Facsimile; (760) 775-8229
By:
Joe Richardson, Estimator --
Job No.:
This Subcontract is Subject to the Terms and Conditions Appearing on the reverse Side Hereof
MRM705RRV. Junu30.14.96
r
��
�r
MAY-18-05 WED 02:28 PM GRANITE CONSTRUCTION FAX NO. 7607758229 P.. 03
GENERAT, CONDITIONS
I. WORKMANSIIiP AND MATERIALS. Subutntraclor acknowledges that it is familiar Willi the nature and location of the work. All Work Mall be
performedby Subcontractor in a workmanlike manner, and Stdhcontractor shall use its beat skill and judgmchtt in the performance of all work tmdt.T tu:t
Subcontract
2. COMMENCEMLNf AND PROGRESS: 'Subcontractor shall commenco the performance of this subcontract as soots as practicable following notification
by the Contractor to do so, and abal) conttiouc diligently to complete such work in conformity with this agrc umenl and in accordance with plans and specifications.
Contractor shall calablish and mainain all reserved gales necessary for Subcontractor to perform his work. Such rutiLivul gates shall conform to the mquimml nIa
established by the National i lure Relations Board and /or other rugulatory agencies.
3. PAYMENT'S: Contractor will receive monthly progress paymuntn from Oumcr. Within ten (10) days after Coninvior fece:ive s payment from Omer, or is
scheduled to receivepaymunl in the event payments an dclayod due to the Cault or negligence of cunlraclor or other subcontractors. Contractor will pay to
Subcontractor the amount which the estimate of Owner shows Subcontractor has carried during the period coverod by such estimate; provided, howtvcr, that
Contractor will reduce each payment to Snbeonlractor by the same retention paccrilago as the Contractor's payment from Owner is ru duaxd.`-The, anmulns an
withheld and which arc due Subcontractor shall be withheld by Contractor until final completion of all work to be performed by Subconlractor and shall be paid to
Subcontractor within lhirty-five (35) days after completion of Subcontractor's WON, Prngreas payments shall not bo conslnted as an acceptance of any work the
entire work being subject to final inspoctiom and approval by Owruor. As it would be ctctmmely ditTicull to fix and ascertain the actual damages the Subcontractor
would sustain by netm-pAyhncnt of moncys due to Subcontractor under turnis of this agreement' at tho times and in qhe matinee specified herein, it is hereby agrucel
by the panius hureto Mat the Contractor aiall pay to thu Solocantractnr in addition to all slims dtto Iw;rcundee the stun of tnc percentage per month set foil It undur
Paragraph 3 (a) on tic fse c hereof as a fixed amutml Of any balance unpaid when due under this agtvtahu:tht. Nothing contained herein shall be deemed a an.eml
by the Subcortlr'actor extending the due date for payment under this agrecmunt.
4. CHANGES IN THE WORK: Contractor may, from time to drnq by instructions or drawings isaw d to Subcontractor, make changes in the scope of Work;
issue additional inttlruations, request additional work Or ditcut the omission of work previously ordtl4 and the provisions of this subcontract shill apply to all
such change i, modifications and additions with thu same effect ae if they were embodied in the original contract The price or a formula for establishing the price
for stwh Work shall be act forth in it wrilton change Ord" either prior to the commencement of work or as soon as practical thereafier. Ia the ovont any condition
bcyinid control of either party hereto shall arise and by season thereof claims shall bt: made by the subcontractor for adjustment in compensatiom due under this
Suhcontracl then in such event Contractor N1a'tll preicess such claims to Owner wilbuut prejudice to the lights of the party henwndtT.
5. iNDI'iMNITY: Subcontractor shall indemnify and hold Contractor harmless againat Al claim, damage suits, actions, rucovt ric s anti judgmi ms arising fmhn
or out of any negligence of Subcontractor, its agents, employees, or subcontractors, in perfimning the work under this subcontract.
6, RESPONSIRILITY FOR WORK: Subcontraotor shall be responsible for and shall boar any lnas or damage to the work and all rnaturials, supplies, and
equipment until completion of (big subuimiract, unless such lose or damage m;,idls front actions, fault or negligence either aclivc: or passive of tlhc Owtmc,
Contractor, their agents, employcuty snitcombyctohs, or anyone acting on Ownsr'o or Contractor's behalf.
7. INSTIRANCIi: Subcontractor shill maintain such insurance as will protect it from Claim.9 under wnrkmen's compensation acts and from claims for damages
became of bodily injury, including dualh, of injury to property which may aria: front and during lie operation of this subemtract. A cenificali: of ouch insurance
.hall be filed with the Contractor if he so mquests.
S. UNAVOIDABLE DELAYS - hXTENSION OF TiMiP- In the event Subcontractor Nholl be delayed in the performance of the work umdc,T ibis %ul)contract
by eatlaci bcynnd the control of the Subcontractor and witlmul the fault or negligence of Subeoninclor, including, but not limited to, Chingu Orders, Acts o(Crod,
or of the public moony, acts of any governmmital agency, in either its sovcrvign or contractual capacity, fire flood, epill mtius, Wrikgs, labor dtvpuics, freight
embargoes, inclement wuatlwT, over Optimum moisture content of ground or lea i4 cuumc; unsuitable ground conditions or dulays caLLacd by Vendor% Contractor, or
other Subcontractor. Subconlraclne shall have such period of timu to complutc the performance of We subcontract as shall Ix ncce ma y as result of any such .
caueca. ,
9. LAWS AND REGULATiONS: Subcontractor shill A all times comply with all applicable laws, ordinances, .rlatulLN rulcc and regulations of the Federal
Goverrtmont, Slate, Couroty, , Municipalities or their Aguncius of Government and particularly those regulations [elating to hour:e and wo9tirtg conditions.
10_ BUILDING PERMITS: dluilding Permits, Inspection Pecs, soils 14; , ertgill ciing, staking, tees for utility connoutiome or other such similar items required
shall be: the rcapon6hilily of othem
11, SUBCONTRACTING: Subcontractor shall have the right k) subcontract any portion of the work hereunder, and all work performed by subcontractors shall
be subicul. to all of the applicable terms and conditions of the subcmuact documents.
1Z. LIENS AND CLAIMS: Subcontractor shall promptly pay valid claims of all persons, firma or corporatium performing labor or fumiahing equipment,
materials and otnx ilcc ms eased in, upon or for the work done him; n dcr. Contractor warrants that subcontractors rights to mechanic's lien has not been and will
not be waived by C.onlractnr or anyone elac without spociGe approval of Subcantraclor. Upon rtxduest of Conlraelor, Sobaonvaetor Agrees to furnish to Contractor
releases of mechanic's lien conditioned to die extent of poymunts received and which shall be uffetivu only upom payment
13. FAILURE' TO MAKE PAYwNrrs: In the event Contractor shall fail to make payment at the times and in llw amoulliN provided for in this agrecincal,
Subcontractor shall have the right to stop work. In such cvuat all amounts duo Subcontractor, including rutivalion, shall inimodiat.:ly bceome payable and
Subcontractor shall have the tight to rci over all damages sustainod by Stlleoontraetor as a result of ouch breach of contrua by Contractor.
14. TERMINATION; In the evert Subcontractor shall fail to perform any provision of this agreement and such failure should continue few five (5) days after
receipt of written notice from Crnhtracm, then Contractor may terminate this wbecul act and cause the balance of the work In be completed by other parties. In
any such evuril, if fie reasonable cost of such completion oxc:otxls the unpaid balance due on the contract price. Subcontractor shall promptly pay such difl'eenco
to Contraclor an demand.
is. COSTS AND ATTORNEY'S FRES: Should :ithur party bring suit in court to enforce or inlurpTuL any of ta: teems hereof, or for a breach thercor and/or to
fun:closc any mechanic's lien altribulablu to tho work demo hercwhde, the prevailing party *hall he united to costs and reasonable altomcy's fues, Which nay itc
set by die court in the same action or in A scpar to action brought for that purpose, in addition to any other relief to'which he may be:nlilled.
16, NOTICES! Any notice required or pwmiiiul lurewuder may be saved personally on the Superintendent of Construction, or on the duly auttorizcd
",=C ltatvc of the Contractor at lie jobsilc, or may he served by certified mail dimclW to qtc address of the party shown on the face of Ibis suhcomutact
17. ASSIGNMENT: This agreement shall be binding upon and inure to the heirs, succmurmt and mgigus ofttc parties hereto.
.18. WAIVER OF RIGHTS: Failure to enforce any rights hcrutmdtx shall not waive any rights in nsgxxt of other or fuuu'c oceuncnecs
19. JURISDICTION: it iN undun4tood and agreed that each and cvLry provi.ion of thin Subcontract, including any alleged Ixcaelt Utcrrof, shall be into rprulud
in accurdancu with the laws of tmc State of CaInmia and this Suhctnttract shaII be deemed (o have been matte, and entered inmo at Indio, California.
California Law requires the fallowing slaleuunt to be included in a written contract when the contractor perfmns work as a prime contractor within ttu SlJW of
California to which the written contract appliu, "Contractors are required by law to be litttmot! and regulated by the Conlnacloes Slate Lircrtso Board. Any
quu+tlinns concerning a, contractor may be rererml to the registrar orthe board whose addreuN Is:
Contractor's Slate Liccntsc U*"it
10 0. Mix 26000
Snernmento, CA 9$826
rORM 205 REV. Liam 30,1998 _,
MAY-18-05 WED 02:28 PM GRANITE CONSTRUCTION FAX NO, 7607758229 P, 04
y
ATTACHMENT NO. 1
rAYMENT
SPARKS'CONSTRUCTION
MAY 18, 2005
PACE 1 OF 1
nescrihti�n Approx. Oanntit, UnirTrice 'Total Cost
33" VCP Setwer 3,013 If $ 280.00/lf $ 843,640.00
8" VCP Smer 76 if $ 210.00/lf $ 15,960.00
Replace 12" Irrigation Line 1 ea $ 5,000.00/ea $ 5,000.00
Manholes 9 ea $13,200.00/ea $ 119,800.00
Traffic ContTol 1 is $40,000.00/ls $ 40,000.00
3" AC Pavement Patching 55,000 sf $ 1. 1.50/sf $ 82,500.00
J
APPROXIMATE TOTAL $1,105,900.00
MAY-18-05 WED 02:28 PM GRANITE CONSTRUCTION FAX NO. 7607758229
ATTACHMENT NO.2
PLANS AND SPECIFICATIONS
SPARKS CONSTRUCTION
MAY 18, 2005
PACE I OF I
Title:, Oftitc Sewer Improvement Plans for,
TRACT 31681 (Avenue 58).
By: W&W Design Development, Inc.
Dated: 12/27/04
Sheet: 1 of 4
r
Title: Sewer Improvement Plans
Avenue 58 (sta 10+00.00 to sta 20+00.00)
By; W&W Design Development, .Inc.
Dared: 12/27/04
ShxL 2 of 4
Title: Sewer Improvetncnt Plans
Avenue 58 (sta 20+00.00 to sta 314-00.00)
By: W&W Design Development, Inc.
Dated: 12/27/04,
Shect: 3 of 4
Title: Sewer Improvement Plans
Avenue 58 (sta 31+00.00 to sta 39+89.30)
By: W&W Design Development, luc_
Dated: 12/27/04
Sheet: 4 of 4
P. 05
MAY-18-05 WED 02;28 PM GRANITE CONSTRUCTION FAX N0, 7607758229 P. 06
ATTAC:TIMENT NO.3
SPECIAL CONDITIONS
SPARKS CONSTRUCTION
MAY 18, 2005
PAGE 1 OF 1
1. OUR BID EXCI.I.MES: ENGINEERING, INSPECTIONS, SURVEYING, PERMIT FEES - SOIL
TESTING - CONSTRUCTION WATER COSTS - UTILITY INSTALLATION EXCEPT FOR ONE 12"
IRRIGATION LINE, SIGNING AND STRIPING, BONDS
2. PIPE SPOIL TO BE DEPOSITED ON CONTRACTOR'S SITE.
3. THE ABOVE PRICES INCLUDE ONE ADJUSTMENT OF MANHOLE AND VALVE BOXES. .
ADDITIONAL ADJUSTMFNTS WILL BE CIIARGED AT ABOVE UNIT PRICES.
4. THE COMPLETE TERMS AND CONDITIONS OF TIIIS PROPOSAL SHALL BE INCLUDED IN ANY
CONTRACT OR SUBCONTRACT PREPARED 13Y OWNER.
5. TEMPORARY TRAFFIC RESTRICTIONS WILL BE RF,QLII RED DURING TIIE CONSTRUCTION OF
THE SPECIFIED WORK.
G. PAVEMENT REPLACEMENT IS BASED UPON 3" OF AC OVER COMPACTED SU13GRADE
7, WIIILE GRANITE IS NOT ACTIVELY WORKING ON -SITE, DUST CONTROL AND AnATEME+NT
IS TO BE EXCLUDED FROM OUR RESPONSIBILITY. WHILE WORKING ON -SITE, GRANITE
WILL ONLY BE RESPONSIBLE FOR DUST CONTROL DUE TO DISTURBANCE FROM OUR
WORK.
8. GRANITE CONSTRUCTION COMPANY EXCLUDES TIME IMPLEMENTATION OR ADHERENCE
TO ANY STORM WATER POLLUTION PREVENTION PLAN (SWPPP).
9. FINAL BILLING WILL 13E BASED UPON MEASURFMENT OP ACTUAL WORK PERFORMED AT
UNIT PRICES HF,RF,IN STATED.
I
CT
co
I
I
=
MADISON AST
N
ok
{�
H
AA
�
/
�
1,wy
If
g
r�►
SA
N
PEGASUS
SOUTH VALLEY
VIS LAZO
' Gsc01)
.a ..
M
- cARK ^ LNI G1
HARRY_ RAU RD
G�9
;- B
E BU
LST
r
1
WINGED
_�------�--
- TRDON Jrykly
tlw
'�+. •vim
------------
O
-r
1
3
b
OASIS ST
.k
v ) 1
I
i D
ST
jN 0
k1.t!)7
",4
—L-J
r7h AA QNfl �HJW St) LI >
� st
17 N I
-LY r341.vf7c-4-3(j
-Lv am') V1 d hk M
Q r-4 Y (HdW 57?-) LIB
1-00107 N I --a r7 N V's 0 Me
N = NU M L4 C3M9LN:3
SaCLLV=N,-r3a t-JIIAOQ
70
7<
MC3, S 3N0 No e7 H1i f\n
p
13Nn
c;36IS ti-L 0 9 N H—Ll PA
Cl" r • C3 C2
ROAD CLOSED R O A D
;,;•� AHEAD' C L' O S E D
- LOCAL TRAFFIC ONLY
t
C5•(Rt. orLt. ) C5 (St.)
;pnv- tit
,p,4q r C17.
•
.[� i
.SPEED LIMIT
xlrx
AVE 58 WB
CLOSED ,
USE AIRPORT.
AVE 58 EDLOCAL TRAFFIC ONLY
a,
' USE AIRPORT � :a
.,
��
..� J
. -�
June 301", 2005
City of La Quinta
78495 Calle Tampico
La Quinta CA, 92253
ATTN: John Freeland
RE: Avenue 58 Sewer traffic control plan
Dear Mr. Freeland:
GRRni'm
consmumon
comPRny SINCE1"
Granite Construction Company is preparing to construct a 33" VCP sewer line on
Avenue 58 in the City of La Quinta. As with any project we are concerned about public
safety. Attached please find a traffic control plan we are prepared to initiate and continue.
throughout this construction on Avenue 58.
For a portion of the project we will utilize flaggers to move one-way traffic around the
work zone during the day and repair the road with cold mix asphalt throughout the night.
This type of traffic control will be necessary to keep the road open during construction
and will be adequate in guiding the public safely around the work zone. We would
propose this phase of the project for approximately 20 working days with this
configuration being used on the eastern 1500 linear feet of Avenue 58. For construction
of the remaining sewer line we would propose a plan involving detouring traffic to one
side of the median and closing the east bound lane. This will allow for the road to remain
open and keep the traveling public away from the work zone separated by a median
and/of glue down channelizers. This phase of the project is scheduled to last
approximately 20 working days.
We have been in contact with representatives of both Imperial Irrigation District (I.I.D.)
and Forecast Homes and have discussed the project with them. During the project access
to I.I.D. will be maintained and access to Forecast Homes will be limited only during the
.first phase of the project.
Thank you for your consideration of this traffic control plan. If you have any questions or
concerns feel free to contact me at (760) 775-7500.
Sincerely,
GRANITE CONSTRUCTION COMPANY
Matthew R. Frisbie
Project Engineer
Southern California Region
38000 Monroe St.
Indio, CA 92203
Phone 760/775-7500
FAX 760/775-8227
TRAFFIC CONTROL PLAN. FOR TYPICAL SECTION OF ROADWAY ON AVENUE 58
FROM MONROE STREET WEST TO WIDENENED SECTION OF AVE 58
(TOTAL LENGTH 1313 FT).
7F6 O
18'
00
12'
®
®
W
12'
17'
12'
9.5'
LIGHTPOLES C36 C9A C23
156o O
100' I00' 100'
BLADED SHOULDER f
® �1
/ EDGE OF
l PAVEMENTyr.Q�
PLACEMENT OF SIGNAGE AND FLAGGER ARE THE SAME IN BOTH DIRECTIONS
C23 - SIGNS PLACED NB AND SB ON MONROE STREET BEFORE AVE. 58 INTERSECTION
C23 — ROAD WORK AHEAD
C9A — FLAGGER SYMBOL
C36 — PREPARE TO STOP JOG
-® - DELINEATOR t �'
BUFFER ZONE = 50'
TAPER LENGTH = 30' ' \
DELINEATOR SPACING WITHIN TAPER = 5'
DELINEATOR SPACING OTHER = 25'
j00000000����FLAGGER
BUFFER
ZONE
NOTES:
1. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK 2001 NINTH EDITION (WATCH).
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS
4. ALL APPROPRIATE PERSONAL PROTECTIVE EQUIPMENT WILL BE WORN BY PERSONS ON SITE AT ALL TIMES.
GRnnITE
consilmucTiOn
ComP941
H119 ��ZE
TAPER
Gl7
5
e e4
ag .�6 15',,,,Qti
APPROVED BY
DATE SPEED LIMIT
),ff5mph
PROJECT NAME
Avenue 58 Sewer Line
PRIME CONTRACTOR
TRAFFIC CON��OG CONTRACTOR
Sparks Construction
Granite Constr[`lion Inc.
PHONE
PREPARED BY DATE
760/775-7500
Matthew R Frisbie 06/29/2005
`-'
�
. .
� � ^
.�
,
w
A
TRAFFIC CONTROL PLAN FOR TYPICAL SECTION'OF ROADWAY ON AVENUE 58
FROM MADISON STREET TO NARROWING SECTION WEST OF MONROE STREET
INCLUDING THE INTERSECTION OF MADISON.AND AVE. 58.
C18 Cl Cl
00' ? —
AVE. 58 woowoo
I : woo son 0000 woo woo woo
= J 1 UY J1CiN
II
C18
z
0
Q
ON TYPE II BARRICADE
= GLUE DOWN CHANNEL IZERS
= TYPE III BARRICADES W/ C2 (ROAD CLOSED) AND
FLASHING LIGHT. '
C18 = ROAD CONSTRUCTION AHEAD LOCATED AT EITHER END OF II
PROJECT BOTH SIDES PLUS ON NB & SB MADISON & MONROE STREETS l
Cl = DETOUR AHEAD AT CONSTRUCTION LIMITS ON AVE 58
NOTES:
1. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK 2001 NINTH EDITION (WATCH).
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS
4. ALL APPROPRIATE PERSONAL PROTECTIVE EQUIPMENT WILL BE WORN BY PERSONS ON SITE AT ALL TIMES.
f°h, ma"lino=
consl tMETIoo
co1IP 11� 1922E
W44 EVERY 2000'
—' wow
wow woo
- soma
000 wow woo woo woo woo 0010 wow
Now.
woo 000 woo
soon Egon wow W44 EVRY 2000'
woo woowoo woo woo
woo woo .
APPROVED BY DATE SPEED LINCT
55 mph
PROJECT NAME
Avenue 58 Sewer Line
PRIME CONTRACTOR TRAFFIC CONTROL CONTRACTOR
Sparks Construction Granite Construction Inc.
PHONE PREPARED BY DATE
760/775=7500 Matthew R. Frisbie 06/30/05
u
TRAFFIC CONTROL PLAN FOR TYPICAL SECTION OF ROADWAY ON AVENUE 58
STARTING WEST OF MONROE 1300'.
EDGE OF PAVEMENT
W44 EVERY 2000'
W 1 ' - W44 EVERY -�
2000' — — — —
♦------------------- ------------------------------
TYPE III BARRICADE W/ C2 (ROAD CLOSED)
AND FLASHING LIGHT.
,
= GLUE DOWN CHANNELISERS
C18 = LOCATED ALSO ON MONROE STREET NB AND SB 200' BEFORE INTERSECTION
NOTES:
APPROVED BY
DATE SPEED LIMIT
1.
ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK 2001 NINTH EDITION (WATCH).
2.
TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY.
55 MPH
3.
THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS
PROJECT NAME
4.
ALL APPROPRIATE PERSONAL PROTECTIVE EQUIPMENT WILL BE WORN BY PERSONS ON SITE AT ALL TIMES.
Avenue 58 Sewer Line
- GRRnITE.
PRIME CONTRACTOR
TRAFFIC CONTROL CONTRACTOR
Sparks Construction
Granite Construction Inc.
PHONE
PREPARED BY DATE
. �®�������
SINCE
COmiun,Imn •-1922
760/775-7500
Matthew R. Frisbie 06/30/05
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 4440
The following shall always apply:
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 ('/4") 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 ''/2") 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 strerilizer. Rate of application shall comply with the
manufacturer's specifications.
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 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 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 (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 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.4440
Granite & Coral Mountain / Offsite Sewer on Ave 58 / Tract No: 31681
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. This permit or copy of it shall be on the work site (usually the job.'trailer) for inspection during the
actual work performed.
3. T.D. Development / Granite Construction, hereinafter referred to as "Permittee", shall be responsible
for providing continuous dust and erosion control.
4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the
work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of
equipment within one-half mile of human occupancy shall be performed only during the following time
periods:
October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
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.
6. 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 (951) 955-6894 if signal operation at
the intersection is to be altered in any way.
1. 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.
Special Conditions
Page I of 6
PERMIT NO.4440
Granite & Coral Mountain / Offsite Sewer on Ave 58 / Tract No. 31681
This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to
start of construction, a letter from any owners of the driveways/access ways that will be closed down
due to the construction. The letter must be approved by the *city and at minimum state from the owner
the following:
A. Approval of the construction
B. Plan identification
C. Time Frame of Closure
D. Alternative Routes
9. The permittee shall -.place temporary, no parking -signs along the parking area affected by -the
construction. The signs shall be placed along the area 48hrs prior to the start. of closing the area, and
removed immediately after the construction completion date. t
r
10. 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.
Pursuant to Section 14.1.6.290 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.
11. 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.
12. 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.
13. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe
random trench compaction testing performed by a city approved material testing firm. 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. The inspector shall
determine the number and location of the test location/s. The above testing does not relieve the permittee's
responsibility for future repairs due to settlement at and near the locations of the work area. Materials
testing must be performed under direct supervision of a California Registered Civil Engineer.
Special Conditions Page 2 of 6
PERMIT NO.4440
Granite & Coral Mountain / Offsite Sewer on Ave 58 / Tract No. 31681
14. 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.
15. 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
c. Contractors State License Number
16. The permittee shall not encroach upon private property without prior written approval (submit to the Public
Works Department, attention to the Assistant .Engineer I) of the private land owner whom is being
encroached upon.
17. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall
call the City at (760) 777-7097 at least .48hrs prior to work and request an appointment for a
preconstruction meeting with the City Inspection staff.
18. During work hours, the permittee shall provide.and maintain a traffic lane that diverts traffic off the paved
roadway. The traffic lane must be located within the existing R/VA' with the following requirements:
a. Class II Base with a minimum depth of 2"
b. A 12 inch thick subgrade layer compacted to 95% based on ASTM D1557
c. An unobstructed travel width of 10 feet.
d. In, addition,, a minimum of 5 feet clearance from open trenches.
e: A minimum of 2 feet from vertical obstructions like curbs.
f. Maximum speed of 25 mph
19. 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.
20. 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.'
21. The permittee is required to provide an informative message board (approved by the City Engineer)
informing the commuters using the affected roadways of possible traffic delays, time of construction, and if
possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start
of traffic delays.
Special Conditions Page 3 of 6
PERMIT NO.4440
Granite & Coral Mountain / Offsite Sewer on Ave 58 / Tract No. 31681
22. 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 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.
Special Conditions Page 4 of 6
PERMIT NO.4440
Granite & Coral Mountain / Offsite Sewer on Ave 58 / Tract No. 31681
H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test
results shall be Turnished to the City Inspector.
23. 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.
24. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
25. Access and egress to all local properties shall be maintained at all times.
26. 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 950/;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 1/4" max. medium
asphalt concrete as the base course lift and a City approved %2" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000
asphalt concrete mix. The width of the cold milling area shall be as follows:
For longitudinal trenches. located in a parking lane: 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.
Special Conditions Page 5 of 6
r r
y , &-
PERMIT NO.4440
Granite & Coral Mountain / Offsite Sewer on Ave 58 / Tract No. 31681
• . 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.
27. 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.
28. 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.
29. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
30. 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.
31. 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
? ' C 1
I.
o ...
June 301", 2005
City of La Quinta
78495 Calle Tampico
La Quinta CA, 92253
ATTN: John Freeland
RE: Avenue 58 Sewer traffic control plan
Dear Mr. Freeland:
GRRni'm
conmuman
compnm Sl
Granite Construction Company is preparing to construct a 33" VCP sewer line on Avenue 58 in the
City of La Quinta. As with any project we are concerned about public safety. Attached please find a
traffic control plan we are prepared to initiate and continue throughout this construction on Avenue
58.
For a portion of the project we will utilize flaggers to move one-way.traffic around the work zone
during the day and repair the road with cold mix asphalt throughout the night. This type of traffic
control will be necessary to keep the road open during construction and will be adequate in guiding
the public safely around the work zone. We would propose this phase of the project for
approximately 20 working days with this configuration being used on the eastern 1500 linear feet of
Avenue 58. For construction of the remainingsewer line we would propose a plan involving
detouring traffic to one side of the median and closing the east bound lane. This will allow for the
road to remain open and keep the traveling public away from the work zone separated by a.median
and/or glue down channelizers. This phase of the project is scheduled to last approximately 20
working days.
We have been in contact with representatives of both Imperial Irrigation District (I.I.D.) and.
Forecast Homes and have discussed the project with them. During the project access to I.I.D. will be
maintained and access to Forecast Homes will be limited only during the first phase of the project.
Thank you for your consideration of this traffic control plan. If you have any questions or concerns
feel free to contact me at (760) 775-7500.
Sincerely,
GRANITE CONSTRUCTION COMPANY
/atthew R. Frisbie
Project Engineer
Southern California Region
38000 Monroe St.
Indio, CA 92203
Phone 760/775-7500
FAX 7601775-8227
AVENUE 58 SEWER
-
Jd 1T 95 JWN. V5 Ju101,95 A 7, 95
A 1e,VS A 21,95
A 2B, OS
ID
9
Tck Nero
Durmlm
S.
Fvdsh
S M T W T F S S M T W T F S S -M T W T F S S M T W T F
S S M T W -T F S S M T- W T F
S S M T W T F S
1
AVE M SEWER
0l daTa
Mm 7/1M0!
Fd BRlO!
it s
2
j.J".
Sawl AC
]dap
Mon 7/1895
Wm 72695
_ _ _ : _ _ _ _ ; _ _ : _ _ _ _ _ _ _ _: _ _ _ ; _ _ y1 _. _ _ _ _ _: _ ; _ _
_i- `1 : 1
ri
.
5
6
'
1 I ellon Ahmdm 10' I orlon
Replace 2 nip MB
Ins+�1,000 LF Sexa
Part 0 Ma . 8mas
are ackfi00 Mmlaka
$lack 8
2 d wa
BdwsEH
2 eep29ID5
+e
I
Tue 7/1895
21N5
rae s
B/7/0
Wed 720A5
Mon 6/tA5
Mon 8't/0s
reeSims
_ - _ _ _ _ _ - _ _ _ _ _ _ _ -
{`-
_ - -
" _ _ - _ _ -
"l•h; ------------------�- _ _ _ _ _ _ _ _ _ _ _. ; sa LL ' Lr ! t'�• r`•;; .
''.T •i 7
t' •'V _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
..sr
-- - ---• - •-- - '-• L ` --: - - - - - -- •-- - -- --, -- "T': - - __ -
!r �.. -
'i �-h, _ ' f`,'4• 'T
- r ) 1 •.� �d, - 1i: d 1
_ _ _ _ r
'�" y' }�Y, _ _••__ '3;, sq �. ."
_ _ _ _ _ _ _ _ _ _ _ _ ) _ _ 1 _ _ _ _ _
;.<-•. Ji � i',. i�r�M. •Y, MR •1k _ _ __ _
M.
- -`---,-'- ' - -, -, ---, -'1 ---,-' ', ', 1 •' •" •' '•l ." ". ":
-- - - - ,iz' --- : ---• '�` --� -- - - - r w - - - - - ----- .- ;;•+ - --: - - --- - --• • -
L, fi: '3.. .{ -•i
_ _ _, _ _ _• _ _ _ , -, % Sit , _ _ _ _ _ _ _ _ _ _ _ _ _. . _ .i _ _ _ _ _ �wr • . _ , _
______--- __--- ________ �r C___'__ _ __ •/' ___; __--- _ __, _ Yi _____•_ _,__ . _ _ __ _•fir _ __ _ _ __ __ 5
` s C .
T
IroV6 t,aoo LF $ew -
Sd
Wm8795
Fd8I12105
6
-Paa 7Madde Bmea
2dap�
Thu B'11R5
Fe 6117N5
9
10
Sladl vtl BoW9JMedclra
Inatdl 1 AW LF Se
_
Pao OMmhol. 8—
Sla:k ad Ba*N7MaeMes
In:WI^ mLmuaa
—
Ramo-e CddmlK Grade Romww
Repen Raodwey
Adj- Mmholo M Glme
tday
8dap
leap
1dw
+ew
— —
ttley
1 tle7
I 2dap
Mon IUi SO$
Tro 6/1605
Wm 82aA5
Fd 62695
Min mains
----
T-B/JOdls
Wm SGigS
Tlw Wilms
Mon pI1 SOS
Thu 62S95
Thu 82695
Fd B2YVOs
kM 629Ns
Tue 620N5
W,d Bg1N5
FdVM5
11
12
17
14
1s
16
' r •
t r r
' "
d
PraJecc Awee 5B Seev
Task Pr.F—
SuamaV ^ ROW VP CdU Tosk Rohm UP Prep— Edemd Tmka
G—Tesk Mdes(me .
Rdm UP Task RoOm VP MOeslme O - SpaI
+
Pepe 1
TRAFFIC CONTROL PLAN FOR SECTION OF ROADWAY FLAGGER MONROE STREET
SIGNS POSTED BEFORE
'
AT THE INTERSECTION OF MONROE AND AVENUE 58
F.vRRY F1,A(;(,RR
FLAGGER
f
-------------------------------------
-
�
C36 C23 C18
10'
FLAGGER
-
s
` r
500'
500'
S00'
* _
- /
'
9.5'
t
12'
'
o
-
-
z
.,
¢.
�8.5'
6' '
12"
6'
WORK ZONE
'
*
y
SEWER LINE
FLAGGERS WILL BE PLACED AT EACH ENTRANCE...'' -
-
To THE INTERSECTION ALONG.WITH C23 AND C36 SIGNS.-.
• , DELINEATORS
10'
12'
= TYPE THREE BARRICADES W/ROAD CLOSED
FLAGGER
-
SIGNS AND LIGHTS , ' `'
NOTES: 4
APPROVED BY
DATE SPEED LINUT `
t 1. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK 2001 NINTH EDITION (WATCH).
' 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED
TO FACILITATE PUBLIC SAFETY.
7/12/05 55 MPH
-
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECYTRAFFIC CONTROL AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS
PROJECT NAME -
_
4. 'ALL APPROPRIOTE PERSONAL PROTECTIVE EQUIPMENT WILL BE WORN BY PERSONS ON SITE AT ALL TIMES.
Avenue 58 Sewer
'
_ - •'
• r --. •� S • '
GRnnITE
PRIME CONTRACTOR
-
TRAFFIC CONTROL CONTRACTOR
.� '
consTRU TIon
Granite Construction Inc. Sparks Construction
PHONE .� PREPARED BY DATE
f
������
SINCE
760/775-7500 �.' ^ Matthew
R Frisbie - 7/11/05
1922
TRAFFIC CONTROL PLAN FOR TYPICAL SECTION OF ROADWAY ON AVENUE 58
FROM MONROE STREET WEST TO WIDENENED SECTION OF AVE 58
(TOTAL LENGTH 1313 FT).
O O
7r6' .
18'
IN
R.2
12'
tn° 12' ® ® 9.5'
W
Z------- ------------------------ ®-------------------------- ---
12' 17'
Q; Q
BLADED SHOULDER
WORK ZONE I
LIGHTPOLES
ON
C36 C9A C23
100, I 100, I 100'
--------------------------- ®-------------------- -----
FLAGGER
EDGE OF BUFFER TAPER
PAVEMENT ZONE
PLACEMENT OF SIGNAGE AND FLAGGER ARE THE SAME IN BOTH DIRECTIONS
C23 SIGNS PLACED NB AND SB ON MONROE STREET BEFORE AVE. 58 INTERSECTION
C23 — ROAD WORK AHEAD
C9A — FLAGGER SYMBOL
C36 — PREPARE TO STOP
® - DELINEATOR
BUFFER ZONE = 50'
TAPER LENGTH = 30'
DELINEATOR SPACING WITHIN TAPER = 5'
DELINEATOR SPACING OTHER = 25'
NOTES:
5. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK 2001 NINTH EDITION (WATCH).
6. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY.
7. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS
8. ALL APPROPRIATE PERSONAL PROTECTIVE EQUIPMENT WILL BE WORN BY PERSONS ON SITE AT ALL TIMES.
fiRnnlTE
conSTRUCTIOn
CoMpfing SIE
APPROVED BY
DATE SPEED LIMTT
55 mph
PROJECT NAME
Avenue 58 Sewer Line
PRIME CONTRACTOR
TRAFFIC CONTROL CONTRACTOR
Sparks Construction
Granite Construction Inc.
PHONE I
PREPARED BY DATE
760/775-7500
Matthew R Frisbie 06/29/2005
TRAFFIC CONTROL PLAN FOR TYPICAL SECTION OF ROADWAY ON AVENUE 58
STARTING WEST OF MONROE 1300'.
0
EDGE OF PAVEMENT
W44 EVERY 2600'
W1 Cl C18
==mum &am 200' 200' 200'
W 1 W44 EVERY
2000' o
- V ♦ . ♦ --------------` --- - - - - --------------
♦
♦
♦
♦
x= TYPE III BARRICADE W/ C2 (ROAD CLOSED)
AND FLASHING LIGHT
= GLUE DOWN CHANNELISERS
C18 = LOCATED ALSO ON MONROE STREET NB AND SB 200' BEFORE INTERSECTION
NOTES:
APPROVED BY
DATE SPEED LIMIT
9.
ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK 2001 NINTH EDITION (WATCH).
10.
TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY.
55 MPH
11.
THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS
PROJECT NAME
12.
ALL APPROPRIATE PERSONAL PROTECTIVE EQUIPMENT WILL BE WORN BY PERSONS ON SITE AT ALL TIMES.
Avenue 58 Sewer Line
1;RnnlTE
PRIME CONTRACTOR
TRAFFICCONTROL CONTRACTOR ,
ons-TRUETIO'n
Sparks Construction
Granite Construction Inc.
PHONE
PREPARED BY DATE
CflMpRn!
SINCE
1922
7601775-7500
1Matthew R. Frisbie 06/30/05
TRAFFIC CONTROL PLAN FOR TYPICAL SECTION OF ROADWAY ON AVENUE 58 II W44 EVERY 2000'
FROM MADISON STREET TO NARROWING SECTION WEST OF MONROE STREET
INCLUDING THE INTERSECTION OF MADISON AND AVE. 58.
C18
18 Cl Cl
• i mono
00'�001 i woo woo woo wage 000
_
woo woo
i
ago woo was
AVE. wowago woosow woowoo woo� avow
z •
0
900 avow
Q
Now woo 000
Now
woo,.
woo �
wow Iwo
• = STOP SIGN
ON TYPE II BARRICADE
= GLUE DOWN CHANNELIZERS
= TYPE III BARRICADES W/ C2 (ROAD CLOSED) AND
FLASHING LIGHT.
C18 = ROAD CONSTRUCTION AHEAD LOCATED AT EITHER END OF II
PROJECT BOTH SIDES PLUS ON NB & SB MADISON & MONROE STREETS
Cl = DETOUR AHEAD AT CONSTRUCTION LIMITS ON AVE 58
*agoi
woo
sow wooW44EVRY 2000'
i i
avowNow
woosaw i
i
NOTES:
13. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK 2001 NINTH EDITION (WATCH).
14. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY.
15. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS
16. ALL APPROPRIATE PERSONAL PROTECTIVE EQUIPMENT WILL BE WORN BY PERSONS ON SITE AT ALL TIMES.
IsRnnITE
consTucTion
�omPRny 19�E
g
APPROVED BY DATE SPEED LIMIT
55 mph
PROJECT NAME
Avenue 58 Sewer Line
PRIME CONTRACTOR
TRAFFIC CONTROL CONTRACTOR
Sparks Construction
Granite Construction Inc.
PHONE
PREPARED BY DATE
760/775-7500 Matthew R. Frisbie 06/30/05
Qer�;k 4L1t O
June 30'h, 2005
City of La Quinta
78495 Calle Tampico
La Quinta CA, 92253
ATTN: John Freeland
RE: Avenue 58 Sewer traffic control plan
Dear Mr. Freeland:
GRRnITE
cans- ...:......... .
TRUCT'Inn
:t1aMPRn!J.S N E
Granite Construction Company is preparing to construct a 33" VCP sewer line on
Avenue .58 in the City of La Quinta. As with any project we are concerned about public
safety. Attached please find a traffic control plan we are prepared to initiate and continue
throughout this construction on Avenue 58.
For a portion of the project we will utilize flaggers to move one-way traffic around the
work zone during the day and repair the road with cold mix asphalt. throughout the night.
This type of traffic control will be necessary to keep the road open during construction
and will be adequate in guiding the public safely around the work zone. We would
propose this phase of the project for approximately 20 working days with this
configuration being used on the eastern 1500 linear feet of Avenue 58. For construction
of the remaining sewer line we would propose a plan involving detouring traffic to one
side of the median and closing the eastbound lane. This will allow for the road to remain
open and keep the traveling public away from the work zone separated by a median
and/or glue down channelizers. This phase of the project is scheduled to last
approximately 20 working days..
We have been in contact with representatives of both Imperial Irrigation District (I.I.D.)
and Forecast Homes and have discussed the project with them. During the project access
to I.I.D. wilt be maintained and access to Forecast Homes will be limited only during the
first phase of the project.
Thank you for your consideration of this traffic control plan. If you have any questions or
concerns feel free to contact me at (760) 775-7500.
Sincerely,
GRANITE CONSTRUCTION COMPANY
Matthew R. Frisbie
Project Engineer
Southern California Region
38000 Monroe Street
Indio, CA 92203
Phone 760/775-7500
FAX 760/775-7500
a
GRRni-m
consTRunan
COMPRm Sl
z
July 22, 2005
SUBJECT: Granite Construction Activities for the Ave 58 h Sewer Project
To all concerned residents,
Granite, Construction will begin activities on Avenue 58th between Monroe and Madison
on July 25, 2005. The activities include installing a 33" sewer line roughly directly
centered on the south east/west lane on Avenue 58`h. These activities will unfortunately .
cause a slight inconvenience to some of the homeowners and businesses in the area.
Granite Construction will do as much as possible to mitigate this inconvenience to the
residents and businesses in the area. However, temporary closures of private and public
driveways will be necessary to complete the -above -mentioned work. This letter is to
serve notice to all that these closures will be done in a manner to mitigate the time that
these driveways will closed and to assure you that Granite will do all in its power to
accommodate your needs in a timely manner.
Please feel free to converse with the Granite field staff on any issues that you may have.
If you have any question and need further information please call our office at
(760) 775-7500
Sincerely,
G ITE CONSTRUCTION COMPANY
Lamont Dunbar
Project Engineer
Cc: Joe Richardson
Mike Wills
1
Southern California Region
38000 Monroe St.
Indio, CA 92203
Phone 760f775-7500
FAX 760f775-8227
I�
v
r.. �°�f,•��r„
r o
z..:s..Rwa..:�`iie�o�i'Fl���,�fis'?,b g.Dufi4Dur-�;,ELR�t �flnlsh FIS•t �*_T„�s e.. ...� em.�:Y•-•;,.•,.:. s. .r-. ., �:�. -s. .. :
AVE581000 NOTICE TO PROCEED
AVE551005 PRECONSTRUCTION MEETING
01,
0
0 107118/OSNOTICE
0 07N BIOS
100
TO PROCEED '
� PRECONSTRUCTION MEETING
I 11
1
2
4
29'
0 07/19/05
0 07/19/05
1 07/19/05
3 0720/05
29'0725N5
0727M5
0722105
07/27/05
0727105
09114/05
1 01
2d
0
0
2d
75
90
35
20
0
im
_
—
i r
? �i
mommm=NM SAWCUT ROADWAY y
ASSEMBLE SHORING
UNLOAD & STRING PIPE
MOBILIZE
p-_.._.._..__..___._.__..._........... —_._..__._._.._..........-._........__........_, ._._.__._.___..,... ._.... COLD MIX EXISTING ROAD -DAILY
AVE581020
ISAWCUTROADWAY
AVE581060
ASSEMBLE SHORING
AVE581025
UNLOAD 8. STRING PIPE
AVE5810/S
MOBILIZE
AVE581070
COLD MIX EXISTING ROAD -DAILY
00 TO
23-00
—+•FI
►
I t i—""""—"—""----'---"----"—'—v
3 ;
• —' -
•
POTHOLE PHASE 1 UTILITIES
SETUP PM. 1 TRAFFIC CONTROL
INSTALL PHASE 1 MAINLINE PIPE
"► �[ INSTALL SECONDARY ROAD WITH CLASS 2 BASE
_................................ ...
TIE IN TO EX. MH NO 15 -
` i—► —_ EXC, LAY 6 BCKFILL PIPE W OF MONROE
Lx`—� INSTALL PHASE 1 MANHOLES
�---► /IIIIIIIIIINK FORM 6 POUR BASES
`—► IIIIIIIIIIIEW STACK PH. 1 MHS & BACKFILL
'
AVE581050
POTHOLE PHASE 1 UTILITIES
1 ' 1 07/19/05 0725/05 1d 50
AVE581040
SET UP PH. 1 TRAFFIC CONTROL
1 1 0721/05 0722105' 0 0
AVE581030
INSTALL PHASE 1 MAINLINE PIPE
15' 15' 0725/05 08119/05 0 0
AVE581045'
INSTALL SECONDARY ROAD WITH CLASS 2
1 1 0725/05 0728/OS 0 0
AVE581075
TIE IN TO EX. MH NO 15
t 1 07/25/05 0726M5 ld 0
AVE581080
EXC, LAY 8. BCKFILL PIPE W OF MONROE
11 ,1 072SM5 08/15/OS - 0 0
AVE581090
INSTALL PHASE 1 MANHOLES
4 • 4. 08/15105 08/19/05 0 0
AVE581110
FORM & POUR BASES
2 2 08/1SM5 08/17/05 0 0
AVE561120
STACK PH. 1 MHS 6 BACKFILL
2 2 08/17/05 08/19/05 0 0
00 TO
00
10'
10' 08119/05
09/07/05
1d
0
�rJ-"""`- INSTALL PHASE 2 MAINLINE PIPE
—►_/_� SET UP PH 2 TRAFFIC CONTROL
�� POTHOLE PHASE 2 UTILITIES
`- EXC, LAY 6 BCKFILL PH 2 PIPE
'---► �t REPLACE 12" IRRIGATION@ STA. 23-25
s ABANDON 10' IRRIGATION@ STA. 38�05
O" '•" ' - ' -' "" "91NSTALL PHASE 2 MANHOLES
- _ _ ._I_....: I ..
'- - �� FORM 8 POUR BASES
- 'INSTALL 8" SEWER LATERALS
`"► STACK PH 2 MHS 8 BACKFILL
INSTALL PHASE 3 PIPEWORK
TIE IN TO PH 3 EX MH NO 1A "
' -- ----
r�___
�t AIR TEST LINE
I ►
ADJUST MH'S TO GRADE
REMOVE COLD MIX 8. AC
/� VIDEO SEWER LINE
�[ RESTORE AC PAVING
/�[ FINAL CLEAN-UP
PROJECT COMPLETION
AVE582100
INSTALL PHASE 2 MAINLINE PIPE
AVE582110
SET UP PH 2 TRAFFIC CONTROL
1 t 08/19/O5 0822/05 0 0
AVE582130
POTHOLE PHASE 2 UTILITIES
1 _ 1 0822/OS 0823I05 0 _ 0
•8 8 0823/05 09/07/05 — 0 0
AVE582135
EXC, LAY 6 BCKFILL PH 2 PIPE
AVES81130
REPLACE 12" IRRIGATION@ STA. 23-25
1 1 0826105 0829105 0 0
AVE582140
ABANDON 10' IRRIGATION@ STA. 36-05
1 1 09101/05 09/02/05 1d 0
AVE582150
INSTALL PHASE 2 MANHOLES
4' 4' 0910V05 09/09/05 ., 0 0
AVE582160
FORM d POUR BASES
2 2 09/01/05 09/06/05 0 0
AVE582180
INSTALL 8" SEWER LATERALS
2 2 09/02MS 09/07/05 Id 0
AVE582170
STACK PH 2 MHS & BACKFILL
2 2 09/O6/OS 09/09/OS 0 0
4' 4. 09/09I05 09/15/OS 2d III
AVE583100
INSTALL PHASE 3 PIPEWORK
AVESB311.
TIE IN TO PH 3 EX MH NO to 2 2 09M9M5 09/13M5 0 0
MM
PROJCCT COMPLETION
AIR TEST LINE 2 2 09/13I05 09/15/05 0 0
ADJUST MH'S TO GRADE
2 2 09/13/05 09115/05 2d 0
,
REMOVE COLD MIX & AC
1 1 09/13/05 09/14/05 2d 0
rAVE583130
VIDEO SEWER LINE
1 1 09/15/05• 09/16/05 0
0
RESTORE AC PAVING
1 1 09/16/05 09/19/05 0
0
FINAL CLEAN-UP
2 2 09/19/05 0921/05 0
0---►
PROJECT COMPLETION
0 0 0921/05 - 0
0
Sten dae 07/18N37:0
-
COTIStrUCtI0T1 COr11F18flYtlae
Ave 58 Sewer Project., _ -
�' "
OB/t11034:3•PM
0721ros 2.00PMGranite
0722/OS 12:O.
�R
, ,,,,,,,, ,A
OPAmevare S • Inc
ri`DA
o
Ori9
Dur'
Sart
Fine'
.
Tota'
Float
- •tea k�' 2005 f.
JUL
ocr
S EPctvY
AUG
,-
- _ - -'i
10r
3
NOTICE TO PROCEED
PRECONSTRUCTION MEETING
AVE581000
NOTICE TO PROCEED
0
0
07/18/05
100
AVE581005
PRECONSTRUCTION MEETING
0
0
07/18/05
100
►AM
r
NO SAWCUT ROADWAY
ASSEMBLE SHORING
MMMEMMIZ UNLOAD & STRING PIPE
MOBILIZE -
COLD MIX EXISTING ROAD -DAILY
AVE581020
SAWCUT ROADWAY
1
0
07/19/05
07/27/05
10
75
AVE581060
ASSEMBLE SHORING
1
0
07/19/05
07/22/05
2d
90
AVE581025
UNLOAD & STRING PIPE
2
1
07/19/05
07/27/05
1 01
35
AVE581015
MOBILIZE
4
3
07/20/05
07/27/05
1 01
20
AVE581070
COLD MIX EXISTING ROAD -DAILY
29 `
29 `
07/25/05
09/14/05
2d
0
ra � r
I � (
E:�-
i
���
'
POTHOLE PHASE 1 UTILITIES
SET UP PH. 1 TRAFFIC CONTROL
J INSTALL PHASE 1 MAINLINE PIPE
—► � INSTALL SECONDARY ROAD WITH CLASS 2 BASE
L________________________________________________________ i--_-
_ TIE IN TO EX. MH NO 15
EMM EXC, LAY & BCKFILL PIPE W OF MONROE
1—►,INSTALL PHASE 1 MANHOLES r
►A111111111111111111 FORM & POUR BASES
�► �d STACK PH. 1 MHS & BACKFILL
_
• ra ra
AVE581050
POTHOLE PHASE 1 UTILITIES
1
1
07/19/05
07/25/05
1d
50
AVE581040
SET UP PH. 1 TRAFFIC CONTROL
1
1
07/21/05
07/22/05
0
0
AVE581030
INSTALL PHASE 1 MAINLINE PIPE
15*
15 '
07/25/05
08/19/05
0
0
AVE581045
INSTALL SECONDARY ROAD WITH CLASS 2
1
1
07/25/05
07/26/05
0
0
AVE581075
TIE IN TO EX. MH NO 15
1
1
07/25/05
07/26/05
1d
0
AVE581080
EXC, LAY & BCKFILL PIPE W OF MONROE
11
11
07/26/05
08/15/05
0
0
AVE581090
INSTALL PHASE 1 MANHOLES.
4-
4 `
08/15/05
08/19/05
0
0
AVE581110
FORM & POUR BASES
2
2
08/15/05
08/17/05
0
0
AVE581120
STACK PH. 1 MHS & BACKFILL
2
2
08/17/05
08/19/05
01
0
INSTALL PHASE 2 MAINLINE PIPE
► MM�II SET UP PH 2 TRAFFIC CONTROL
�i -► AMIlliff POTHOLE PHASE 2 UTILITIES
111111111111MM EXC, LAY & BCKFILL PH 2 PIPE •.
► REPLACE 12" IRRIGATION@ STA. 23+25
ABANDON 10".IRRIGATION@ STA. 36+05
f -- INSTALL PHASE 2 MANHOLES
► FORM & POUR BASES
I I I
-INSTALL 8" SEWER LATERALS
Li-► STACK PH 2 MHS &BACKFILL _
AVE582100
INSTALL PHASE 2 MAINLINE PIPE
10*
10 `
08/19/05
09/07/05
1d
0
AVE582110
SET UP PH 2 TRAFFIC CONTROL
1
1
08/19/05
08/22/05
0
0
AVE582130
POTHOLE PHASE 2 UTILITIES
1
1
08/22/05
08/23/05
0
0
AVE582135
EXC, LAY & BCKFILL PH 2 PIPE
8
8
08/23/05
09/07/05
0
0
AVE581130
REPLACE 12" IRRIGATION@ STA. 23+25
1
1
08/26/05
08/29/05
0
0
AVE582140
ABANDON 10" IRRIGATION@ STA. 36+05
1
1
09/01/05
09/02/05
1d
0
AVE582150
INSTALL PHASE 2 MANHOLES
4 •
4 `
09/01/05
09/09/05
0
0
AVE582160
FORM &POUR BASES
2
2
09/01/05
09/06/05
0
0
AVE582180
INSTALL 8" SEWER LATERALS
2
2
09/02/05
09/07/05
1d
0
AVE582170
STACK PH 2 MHS & BACKFILL
1 2
2
09/06/05
09/09/05
1 0
0
INSTALL PHASE 3 PIPEWORK
► TIE IN TO PH 3 EX MH NO 1A
AVE583100
INSTALL PHASE 3 PIPEWORK
4-
4.
09/09/05
09/15/05
2d
0
AVE583110
TIE IN TO PH 3 EX MH NO 1A
2
2
09/09/05
09/13/05
0
0
I—► � AIR TEST LINE
�, ADJUST MH'S TO GRADE
i -REMOVE COLD MIX & AC '
i~ n VIDEO SEWER LINE
'-�� RESTORE AC PAVING
I APEM FINAL CLEAN-UP
♦PROJECT COMPLETION
AVE583125
AIR TEST LINE
2
2
09/13/05
09/15/05
0
0
AVE583130
ADJUST MH'S.TO GRADE
2
2
09/13/05
09/15/05
2d
0
AVE583140
REMOVE COLD MIX & AC
1
1
09/13/05
09/14/05
2d
0
AVE583120
VIDEO SEWER LINE
1
1
09/15/05
09/16/05
0
0
AVE583145
RESTORE AC PAVING
1
1
09/16/05
09/19/05
0
0
AVE583180
FINAL CLEAN-UP
2
2
09/19/05
09/21/05
0
0
AVE583190.
PROJECT COMPLETION
0
01
09/21/05
0
0
Start date 07/18/05 7:OOAM��
. - - -
Granite Construction Company
Ave 58 Sewer Project
v E•Mawo�
®�rmr
..�..
o a.mvn •.e
Finish date 09/21/054:59PM
Data date 07121/052:OOPM
Run date 07/22/05 12:OOPM
Page number 1A
0 Primavera Systems, Inc.
�•F