8029See below for Finance Revenue Codes
.4
ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
For the construction'of public or private curbs, driveways', pavements, sidewalks, parking lots, sewers,
works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS.
I
APR 012008
Subdivision Improvement Permit - Class III
Minor Improvement Permit - Class IV
DATE: 3/26/2008
LOCATION OF CONSTRUCTION: Malaga Estates At Coral Mountain; TM 33597; Southwest Corner Of Madison and Avenue 60
PURPOSE OF CONSTRUCTION: Rough Grading
DESCRIPTION OF CONSTRUCTION: Per Approved Plans Plan Set No. 08037
DIMENSION OF INSTALLATION OR REMOVAL: Per Approved Plans Plan Set No. 08037
APPROXIMATE TIME WHEN WORK WILL BEGIN: 3/31/2008 TIME OF COMPLETION: .4/30/2008
ESTIMATED CONSTRUCTION COST: $108,048.00 (Includingremoval of all obstruction, materials, and debris, backfilling, compaction and placing
permanent resurfacing and/or replacing improvements)
COMMENTS
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 occuring'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)l hours in advance of the time when work will be started at (760) 777-
7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 4:00 P.M. at
least twenty-four (24) hours prior to the anticipated inspection.
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.
Sig re plicant or Agent
R.T. Hughes Co., LLC - G. Patrick O'Dowd 78-900 Avenue 47, La Quinta, CA 92253 ('C)(760)832-4492/(760)771-8890
Name of Applicant Business Address Telephone No
. I
Yankaskas Construction, Inc. P.O. Box'2876, Indio, CA 92202 .(760) 775-8938
Name of Contractor and Job Foreman Business Address Telephone No.
778672
Contractor's License Number
Everest Indemnity Insurance Company
Applicant's Insurance Company
FEES Subdivision Improvement Permit - Class II
Minor Improvement Permit - Class I
Finance Revenue Code
Inspection Fee
EE=1 $3,241.00
Permit - Fee
E_1 $100.00
As -Built Deposit
E_A $1,000.00
Cash Deposit -Surety Bond,
E_B 0.00
if required
TOTAL
$4,341.60
6266
City Business License No
5800000425-071
Policy Number .
Public Improvements: 3% of estimated construction costs
Private Improvements: 3% of estimated construction costs
PERMIT NUMBER: 8029
DATE APPROVED: ¢TY,, i/� I z 7_00 6
EXPIRATION DATE:
BY: / ' �r
Administrative Autiioyity
CITY.OF MQUINTA
PUBLIC WORKS DEPARTMENT
ENCROACHMENT PERMIT
PERMIT NUMBER DATE EXP DATE, ACC. DATE .,P LAN:SET IMP TYPE, PROJECT.NAME'
Rough,,,,.� Malaga Estates At Coral.
4/1/2009,,
Grading Mouhwiri; TM 33597
7
7, DEVELOPER" %
..... .....
Ft.T. Hughes 'LLC
VICINITY
r M -.SoUthw st Com6(0f,Madis6 , n and Avenue 60 Malaga.Estates Mountain;JM 33597; 6
PURPOSE OF CONSTRUCTION . .......
Rough Grading,
,DESCRIPTION OF -CONSTRUCTION_
"J
... ............ .... .. ... . .. . ...... .. ... . .... ry
Per Approved Plans Plan:Set No: 08037
DIMENSION.OF INSTALLATION AND REMOVAL.
Per Approved Plans Plan'Set No. 080.37'_."
X
COMMENTS ,,.�
strut dn C 6si INSPECTIO Apprwim ate Construction Start Dat.. Ap'- Arna Cori ti6n Ciompletio"n"dit, "Estimated Cons6ucti INSPECTIONrEE:'. Approximate
-3/31/20 j$108,04&00
8
E.
Y6hk6skas Coristamtion,dnc.
..... ... . ...... . .
ONTRACTbR-
':
.... ... . ......... .
P.O.'
Box 2876-
ONTRACTOR CIT:Y-
Inclio,CA,"
TRACTOR,,TELEPHONE:, CONTRACTOR LICENSE:
(760) 775-8938, IL-7867 -LICE SE BOARD -
ADDRESS:
CONTRACTOR STATE::'CONTRACTOR ZIP
92202
CONTRACTORS STATE
CbNT'FkA'CTbR'-
7 -CURRENT -jo .00,v
ASH
AS BUILT DEPOSIT
00"".
INFORMATION
'PENALTY:'
DEPOSIT/SURETY. ,
• ----TRACT/PARCEL NUMBER.,
E
:
. =,TOTALFEFAMOUF
7
$4.34i=1
PPLICANT-,NAMF:,
R.T. H ughes:C6 LLC - G.
O'Dowd'.
PPLICANT ADDRESS:: CON I RACTOR'S LICENSE NUMBER:
. .......... .. ...
,
7.8-9
0 Avenue,47 F78:672'
PPLICANT
STATE, APPLICANTIZIP CODE: CITY,, BUSINESS LICENSE, NU MBEA
, :�7 r�26(
FA LaQuinta,_
"INSURANCE COMPANY:
F�verest I nder
PPLICANT TELEPHONE:
r760)832�,4492/(760)771-8j,.
ty
Comp
DESCRIPTION
.................... ... ....... .. .
Of, Madison And Avenue
60;
.PSN 08037,j .
BEINGwI 10 , E ST E. Dlk�,
A
R MB
A T
_MONT, Qg. P AVER WR TH IREME
... ................ . ......... .. ......
-4:
PERMIT TYP
SDP/CUP/,ETC
APPLICANT
597'i :GRADING, 'INFORMATION.. ' .
Patrick
0
TM ;CITY.` -APPLICANT
92253
Insurance
• Malag6.Estates At Coral- Mountain TM 3.3597;,,S6uthwest Comer
Rough .Grading;
PRINT �P,,ERMITS-'A
ADDRESS:
CONTRACTOR STATE::'CONTRACTOR ZIP
92202
CONTRACTORS STATE
CbNT'FkA'CTbR'-
7 -CURRENT -jo .00,v
ASH
AS BUILT DEPOSIT
00"".
INFORMATION
'PENALTY:'
DEPOSIT/SURETY. ,
• ----TRACT/PARCEL NUMBER.,
E
:
. =,TOTALFEFAMOUF
7
$4.34i=1
PPLICANT-,NAMF:,
R.T. H ughes:C6 LLC - G.
O'Dowd'.
PPLICANT ADDRESS:: CON I RACTOR'S LICENSE NUMBER:
. .......... .. ...
,
7.8-9
0 Avenue,47 F78:672'
PPLICANT
STATE, APPLICANTIZIP CODE: CITY,, BUSINESS LICENSE, NU MBEA
, :�7 r�26(
FA LaQuinta,_
"INSURANCE COMPANY:
F�verest I nder
PPLICANT TELEPHONE:
r760)832�,4492/(760)771-8j,.
ty
Comp
DESCRIPTION
.................... ... ....... .. .
Of, Madison And Avenue
60;
.PSN 08037,j .
BEINGwI 10 , E ST E. Dlk�,
A
R MB
A T
_MONT, Qg. P AVER WR TH IREME
... ................ . ......... .. ......
-4:
PERMIT TYP
SDP/CUP/,ETC
APPLICANT
597'i :GRADING, 'INFORMATION.. ' .
Patrick
0
TM ;CITY.` -APPLICANT
92253
Insurance
• Malag6.Estates At Coral- Mountain TM 3.3597;,,S6uthwest Comer
Rough .Grading;
PRINT �P,,ERMITS-'A
INFORMATION
'PENALTY:'
DEPOSIT/SURETY. ,
• ----TRACT/PARCEL NUMBER.,
E
:
. =,TOTALFEFAMOUF
7
$4.34i=1
PPLICANT-,NAMF:,
R.T. H ughes:C6 LLC - G.
O'Dowd'.
PPLICANT ADDRESS:: CON I RACTOR'S LICENSE NUMBER:
. .......... .. ...
,
7.8-9
0 Avenue,47 F78:672'
PPLICANT
STATE, APPLICANTIZIP CODE: CITY,, BUSINESS LICENSE, NU MBEA
, :�7 r�26(
FA LaQuinta,_
"INSURANCE COMPANY:
F�verest I nder
PPLICANT TELEPHONE:
r760)832�,4492/(760)771-8j,.
ty
Comp
DESCRIPTION
.................... ... ....... .. .
Of, Madison And Avenue
60;
.PSN 08037,j .
BEINGwI 10 , E ST E. Dlk�,
A
R MB
A T
_MONT, Qg. P AVER WR TH IREME
... ................ . ......... .. ......
-4:
PERMIT TYP
SDP/CUP/,ETC
APPLICANT
597'i :GRADING, 'INFORMATION.. ' .
Patrick
0
TM ;CITY.` -APPLICANT
92253
Insurance
• Malag6.Estates At Coral- Mountain TM 3.3597;,,S6uthwest Comer
Rough .Grading;
PRINT �P,,ERMITS-'A
PERMIT TYP
SDP/CUP/,ETC
APPLICANT
597'i :GRADING, 'INFORMATION.. ' .
Patrick
0
TM ;CITY.` -APPLICANT
92253
Insurance
• Malag6.Estates At Coral- Mountain TM 3.3597;,,S6uthwest Comer
Rough .Grading;
PRINT �P,,ERMITS-'A
Purpose of Construction (i.e.: Rough Grading, Offsit& Street, .etc.)
Rough -Grading
Description. of Constrilction. (i.e.: See. Plan Set No. 01234)i
Rough Gradesitein accordancewithapproved -plans and: specifications.
1. Dimension ofInstallation or Removal: See Scope attached
Approximate Construction Start Date: Warch 31.2008
App
roximate Construction Completion Date: April 30,2008
Estimated Construction Cost:$ $44�639-00-
.Estimated Construction ' i Cost shall include the obstructions, of all obstructio� mater;als; a -ad debris, bick-filling; compaction and.
placing permanent resurfacing and or replacing improvements
ContactName: G, Patrick UDdw*d 760.832.'44.92
Phone Number
Name of Applicarit/Owner: , R. T. H u-q he s C o., - L L C
Applicant Address: 78-900 Avenue .47, La 0 yi nta, CA 92253
Applicant Telephone Number:' 760.771.8890
Applicant E-mail Address: GPODowd@RTHughe.s.com
Name of Contractor: Yankaskas. Construction,,, Inc.
Contractor Address-. P.O. Box 2876, Indio., CA. ,92202..
Contractor Telephone Number: 760.775.8938.
Contractor State License Number:_CA Lic. #778672
Contractor City Business, License Number: 6266
CoritractorE-'rTiail Address: gregj@dc.rr,c0m
P-A COPY OF THE -CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED .4
Applicant or Contractor General Liability Insurance Company:
E7 it ore. s 4 j5A d .em CO
Applicant or. ContractorGeneral Liability Insurance "Policy Number:
gsoc000 42-s- — o-1 I
Office. Use Only:
Inspection Fee:, 41
Permit x:
00
As-Built$.(000
beposit:_
Dust Control 0
Deposit:
Credit
Amount: 0
TOTAL FEE DUE:
Office Use Only:
Assigned Permit Number 8C2
Approval Date:
Expiration
Date:
Issue
Date:
Administrative Authority:
FORPERMI"r.d6c
CITYOF"LA Q:UINTA %
'Oil .,.PUBLIC WORKS DEPARTMENT. R�►.,_ a "
ENGINEERING -DFVISION' r
78495 CalleTampico P.O. Boxf1504,• La Quinta, California 92247-1504 r
Phone:.760:777.7075 • Fax:.760:777.7155
PRE-CONSTRUCTION,MEETING:ATTENDANCE FORM
,! ,Project. Name
s Date: • Z�tOs
Project ID
Time: .
Type of. Imp,: Ctt�� En. Perrnit
T:\STAFF\Valbriiuela\Engineering Services\Pre-ConAttendance For _m.doc °•
� -
Christine Kerry
Subject:
Pre -con for Malaga TM 33597 Rough Grading"
Location:
Courtyard Conference Room.
' Start:
Tue. 4/4 /2008" 9:30 AM
End:
Tue 4/1 /2008 10:30 AM T '
"Recurrence:
(none)
' Meeting, Status:
Meeting organizes
Required Attendees:
Bryan McKinney; Leonard St Sauver; Daniel Valenzuela ..
Patrick O' Dowd @ RT Hughes
832-4492
Yankaskas Construction
Bryan
Leonard
.Daniel-.:.'
Jim
�_ �j0 wi bT a.-lJ GT
.' G�-�7i,4-T - �. •ro •DA-� ,, j V,�i T' ' KA.tJly cLQD
i
MDS•CONSULTING ..PLANNING, ENGINEERING, SURVEYING
IRVINE/
CORONA/
_
LA QUINTA
COST ESTIMATE: FOR 'BOND PURPOSES
Tract•N6. 33597', City, of La Quinta
s
1
On -Site Improvements .
PREPARED: MARCH.,24, 2008
ITEM
QUANTITY UNIT
UNIT.COST
COST
ROUGH GRADING:
t
MASS. EXCAVATION (RAW) -
17104.0...CY
1..50*
25,560
MASONRY SCREEN WALL, & MAX. EXPOSED,
_
PER CITY STD: (CAN RETAIN UP TO 2')
4,810 LF
15.00
'72,150
4' CONCRETE:DRAINAGE CHANNEL
PER DETAIL ON SHEET 2
2 360 LF'
20.00
47,200 '
Z MAX. RETAINING WALL TOPPED WITH
i.-
6WROUGHT IRON FENCE
260 LF
20.00
5,200
TOTAL
ESTIMATED. ROUGH GRADING: $
1503110
STREET IMPROVEMENTS:
3'/2' A:C. OVER 6" CAB (STREET)
72,320 SF
2.50
180,800
6":CONCRETE CURB & GUTTER ...
'PER CITY OF LA QUINTA�STD. 201
199 LF'
14.50'
2,886
= 6" CONCRETE MEDIAN CURB.
ONLY PER CITY OF LA.QUINTA STD. 210
260 LF
12:00
3,120
4" CONCRETE ROLLEDCURB'&::
GUTTER PER CITY OF LA QU.INTA'STD. 203
4,972 LF
12.00
59,664
4" CONCRETE ROLLED CURB' ;
(N.O GUTTER) PER: DETAIL ON SHEET 2,
182' LF
10.00
:1,820.
CONCRETE CURB TRANSITION
PER CITY STD: 205
20...LF
15.00.
300:
GUTTER DEPRESSION. FOR
CURB OPENING CATCH :BASIN: PER CITY
OF LA QUINTA STD. 330
19' EA
1,250:00
23-750
CONCRETE BAND PER DETAIL ON SHEET 2
560 LF
7.00
3,920
ENHANCED CONCRETE
PAVERS PER DETAIL ON SHEET.2
.8;400 SF'
5.00 -
. 412,000
ADJUST WATER VALVE TO GRADE,
21 EA
300.00
6,300
ADJUST:SEWER MANHOLE TO GRADE
• 12 EA
600.00:
7,200'
:ADJUST:STORM DRAIN MANHOLE TO GRADE
8 EA
600.00:
4,800.-
�TOTAL'ESTIMATED STREET: IMPROVEMENTS- $
336156-0
R"T. HughesCompany;.LLC - PAGE
l OF:4 '.
•GA73500\CEST\BOND\
"Malaga" ON -SITE IMPROVEMENTS
'; ON -SITE IMPROVEMENTS.As
MDS CONSULTING .PLANNING, ENGINEERING,.SURVEYING.
IRVINE/
,
CORONA/
LA QUINTA
` COST .ESTIMATE' FOR'BOND. PURPOSES
Tract No. 33597,, City of La QUinta
On -Site Improvements
PREPARED:
MARCH 24, 2008
ITEM
QUANTITY UNIT
UNIT COST
COST
STORM DRAIN IMPROVEMENTS:
18" RCP STORM DRAIN PIPE
(D-LOAD-= 2500)
6.76- LF
45:00
30,420
24!' RCP STORM DRAIN, PIPE'
(D=LOAD =. 2500)
895. LF
55.00
49,225
30" RCP STORM:DRAIN PIPE
(D—LOAD. = 2000)
177 LF
80.0&
14,160
36" RCP STORM DRAIN PIPE
(D—LOAD= 2000)
1,520..LF
9.0..00
136,800
RETENTION. BASIN ACCESS
ROAD:PER DETAIL.ON SHEET�T_l—
1,728 SF
10.00
1:7,280 -
CURB INLET CATCH BASIN
PER-CITYSTD..DWG. N0 .300
4 EA.
3'500.00 ,::
14,000,
-COMBINATION INLET CATCH
BASIN 'ER CITY.' DWG. NO.:302 WITH
PEDESTRIAN: GRATE TYPE '24-18
PER CITY STD. DWG "NO. 315-
1:3' EA
5,0.00:00
65,D00
.MANHOLE NO. 1 PER CITY STD. DWG.: NO: 340:
14 EA
3,500.00
49,000
'FLARED WINGWALL OUTLET —
..STRUCTURE PER:CAL—TRANS ST.:D86-6
AND DETAIL.ON 'SHEET.7
3 EA
4,000.00
12,000
SLOPED PROTECTION BARRIER "
PER'APWASTD. PLAN 360-1
3:EA
800:00
2;4'0.0
6" PVC SCK. 40 STORM DRAIN PIPE
40 LF
12:00
= 480
24" X 24"' DROP INLET WITH
SQUARE. GRATE. (JENSEN. PRECAST ...
PRODUCT#D12424 OR EQUAL)
WITH PEDESTRIAN RATED GRATE
3 EA
800.00
2,400
"MAXWELL.'PLUS". PRIMARYSETTLING
'
CHAMBER PER DETAfL:SHEET NO. 7
1 'EA
. 10,000..00
10,000
"MAX -WELL PLUS" SECONDARY SETTLING
-
CHAMBER PER DETAIL SHEET NO.7..
1 EA
15,000.00
15,000
N TION STRUCTURE P.ER.
:CITY OF:LA QUINT- STD.. DWG. NO: 351-
1 EA:-
2;000.00
2,000,
1/4 TON:X 18" DEEP RIPRAP
ENERGY DISSIPATOR, L=1.0', W=12'
3 EA.
750.00
2,250
"MAXWELL IV" PER DETAIL ON SHEET 7
_ 3 EA
10, 000.00
30,000
aa
TOTAL ESTIMATED STORM DRAIN IMPROVEMENTS: $
452,415
R. T. Hughes Company, LLC - : PAGE 2 '0F 4. -
G:\73500\CEST\BOND\
"Malaga" ON -SITE IMPROVEMENTS
ON -SITE IMPROVEMENTS.xIs . '
tT MDS CONSULTING PLANNING; ENGINEERING,.S.URVEYING
COST ESTIMATE FOR.BOND, PURPOSES
Tract: No*. 33597" City: of La Quinta
On -Site Improvements
IRVINEf
CORONA/
LA QOINTA
PREPARED: MARCH 24- 2008
ITEM
QUANTITY UNIT
UNIT.COST
COST
WATER IMPROVEMENTS:
8" DIP WATERMAIN
(POLYETHYLENE ENCASED).:2;686
LF
25.00
67.,150
STANDARD 6" FIRE ,HYDRANT
ASSEMBLY (WET BARREL)
12 EA
4,000.00
48,000,
..1 ". SERVICE FOR'/" METER..
57 EA:
800.00.
45;600
.2" SERVICE FOR T'X" METER
(LANDSCAPE)
2 EA
3,500.00
7,000
8":X 11 25? DIP BEND
8: EA
300.00
2,400
8" X22.5° D.IP.BEND
5EA- ....
300:00
1;500
8" X 450 DIP BEND
1 EA
1,000.00
1,000
8" X 900 DIP BEND
1..:EA
300.00
300
TOTAL 'ESTIMATED: WATER IMPROVEMENTS: $
: 172,950'
SEWER IMPROVEMENTS:
8" VCP SEWER.PIPE ....
:. 4,506:.LF
30.00
135,180
MANHOLE (4':DIA.) PER ;..
CVWD STD. S-5
12 EA
1,500.00
1'8;000
4" VCP SEWER LATERAL
PER C.VWD STD.'S=9A
57 EA.
600.00..
34,200. .
TOTAL ESTIMATED SEWER IMPROVEMENTS!' $
187,380
DRY -UTILITY-IMPROVEMENTS:.
DRY: UTILITY
57 DU
2,500.00 $
142;500
JOINT TRENCH
BACKBONE SYSTEMS
PRIMARY'TRANSFORMERS/SPLICE'PITS .:
IID (CONTRACT),
TELEPHONE (CONTRACT)
-GAS (CONTRACT)
CABLE TV (CONTRACT)
TOTAL ESTIMATED: DRY UTILITY IMPROVEMENTS: $:
142,500
MDS CONSULTING 'PLAN NING,'ENGINEERING,.SURVEYING
;- IRVINE/
:CORONA/
..
LA QUINTA
COST ESTIMATE FOR BON'D:PURPOSES
Tract No..33597;'City'of La Quinta
_ On-Site'.lmprove ments
,
PREPARED: `MARCH
242008
ITEM QUANTITY UNIT ' .UNIT:COST .
COST
TOTAL.ESTIMATED CONSTRUCTION CO$T: $
; 1;441,915 `
MONUMENTATION:. :1. LS": 25;000:00
25,000
..,
1,466;915,
•CONTINGENCY FEE 15% ' TOTAL. CONTINGENCY FEE:., $
220,037:
. _TOTAL ESTIMATED PROJECT COST: $ -
1,686,962
UNIT, PRICES USED HEREIN ARE'BASED UPON' EITHER
CLIENT" PROVIDED 'INFORMATION, OR :FROM. BEST ;
AVAILABLE i :INDUSTRY. DATA; :ATTHE TIME .:OF
:PREPARATION. :CONSULTANT ASSUMES ::NO
RESPONSIBILITY FOR THE EXACTNESS OF SUCKUNIT
:. -PRICES IN EITHER EVENT.
PREFARED'UNDER`THE SUPERVISION OF,:
oQApFESS-
�Q�
a
Exp J 14 9
a
:. VI..
_. 1,4 CI\,.
- OF CA1.\FG -
Mar& :24, 2008'
. STANL'EY C; MO SE, R.C.E: 20596 , ;• :` .:-:DATE
:EXR. DATE 9/30/09... :.
-`, .7.
" ':R. T. Hughes Company, LLC - PAGE 4 OF 4 ."' ., ' Y GA73500\CEST\B0ND\ .
"Malaga" ON' -SITE IMPROVEIv1ENTS ' ON -SITE IMPROVEMENTS.As
M.DS CONSULTING PLANNING, ENGINEERING ,-SURVEYING.•:.
IRVINE/
• .
CORONA/
LA QUINTA
COST .ESTIMATE FOR:BOND. PURPOSES
Tract No. 33597; City:of 'La Quin'ta .
Off -Site Improvements
PREPARED: MARCH 24, 2008
ITEM
QUANTITY UNIT-UNIT"COST
COST
STREET IMPROVEMENTS:
3'/" A.C. OVER 6" CAB.
43,1:89 SF
2.50 •
107,973,
6" CONCRETE:CURB & GUTTER:
PER CITY -OF LA QUINTA STD. 20"1;
1,243 LF
14.50
18,024
CROSS GUTTER PER CITY OF LA QUINTA
.:STD. DWG. NO. 230, MODIFIED TO W=6"
3 EA•.:
6.50:
20:
•CURB RAMP CASE"'A" PER CITY OF"
LA QUINTA STD. DWG'. NO: 250 :-
5 EA
2,500.00
12,500
DEPRESSED CURB ,FOR FUTURE ACCESS
RAMP PER CITY OF LA OUINTA
STD. NO. 250
3 EA
1,200.00
3,600
GUTTER DEPRESSION. :FOR -CURB OPENING
-CATCH BASIN PER: CITY- OF LA QUINTA
..'STD. DWG: NO.:330
2 EA
500.00;
1,000
SAWCUT & REMOVE EXISTING AC PAVEMENT
960 SF
0.50
480
REMOVE EXISTING CURB:& -GUTTER
'530:LF
5:00
26,50
EXISTING POWER POLLTO BE
RELOCATED BY OTHERS
6 EA
0.00
0
ADJUST WATERVALVE.TO GRADE
10 EA
300:00
31000
ADJUST SEWER. MANHOLE TO GRADE
5 .EA-
600.00.
3,000 .
" DRIVEWAY APPROACH PER CITY'OF
LA QUINTA STD. NO. 221.
1 EA
1;000.00
1,000
2". X.. REDWOOD HEADER EDGE
PROTECTION-'628.
LF
5.00
3,140
CROSS -GUTTER PER CITY OF LA QUINTA
STD. D-WG. NO. 230
1-EA
6,500:00
,. 6;500 .
6"MEDIAN:CURB PER CITY OF LA:QUINTA :.
STD. 'DWG. NO..210, WITH 0" CURB FACE.
32 LF
"1.2.00
384
STREETLIGHT PER RIVERSIDE COUNTY
STD.•DWG. N.O. 10,00
1 EA
3,500.00
3;500
'TOTAL'ESTIMATED
STREET. IMPROVEMENTS.: $
166770
R. T. Hughes Company; LLG - PAGE 1
'OF.3
G:\73500\CEST\B0ND\
'Molo a"
9 . - OFF -SITE IMPROVEMENTS
OFF -SITE' IMPROVEMENTS:xIs
I
MDS CONSULTING PLANNING, ENGINEERING, SURVEYING
IRVINE7
CORONA/
LA QUINTA
COST ESTIMATE FOR'BOND .PURPOSES
Tract:No. 33597; City'of La Quinta
Off -Site. Improvements
PREPARED:
+MARCH 24, 2008
" ITEM QUANTITY UNIT
`UNIT COST
COST ,
SIGNING AND STRIPING'IMPROVEMENTS;
TELESPAR SQUARE TUBULAR.
'
POST PER CITY O.F'LA QUINTA STD.: .. ....
1: EA
350:00'
350,
STREET NAME SIGN PER CITY OF
LA QUINTA,STD..DWG. NO: 500.
1...EA
350.00
350
DOUBLE: YELLOW STRIPE,
"NO PASSING" PER CA MUTCD STD.
DETAIL 22 WITH'RPM :-
1;017 LF
0.50
509
4'' WHITE EDGE OF PAVEMENT ..
` LINE PER .CA MUTCD: STD.,DET. 27B;.: `
660 LF
J°=0:50
330
R1-1 SIGN (36") PER CA MUTCD STD.
1 EA
.35.0.00
350
STENCIL "STOP" PER'CA MUTCD STD:
..
. DETAIL:A24D d;
,.
1 EA:
15.00:
15
- 12" WHITE LIMIT LINE PER CA MUTCD
STD. DETAIL A24E
1 EA
50.00
50
R26(S)Y:SIGN`PER CA-'MUTCD 2006
tEA
35.0.'00
.350
W8=3 "PAVEMENT ENDS 500 FEET"
SIGN PER CA.MUTCD 2006
I -EA
350..00
350
TOTAL'ESTIMATED SIGNING."STRIPING
-IMPROVEMENTS.: $
:2,654` '
STORM DRAIN IMPROVEMENTS:
24" RCP STO.RM.'DRAIN PIPE
.
(D=LOAD = 2500)
81:''LF
55:00
4,455
30" RCP STORM° DRAIN PIPE,
-
(D=LOAD = 2000)
18 LF
80.00 .
1,440
CURB INLET CATCH BASIN:
PER.CI:TY STD. DWG. NO. 300
2 EA:
3;500.00
7,000,
MANHOLE NO. 1. PER CITY
OF.LA QUINTA STD. DWG:',NO::300
1:'EA
3;500:00
-3.500
..FLARED WINGWALL OUTLET
STRUCTURE PER DETAIL ON SHEET 4
1. EA
. 4,000:00
4,000'
- SLOPED PROTECTION BARRIER ' -
..PER P.ER APWA STD: PLAN 360-1:
1 EA
800:00
800
`TOTAL ESTIMATED STORM
DRAIN :IMPROVEMENTS: $
211,195
' R: T. Hughes Company; LLC - PAGE 2 6F:3
GA73500\CEST\BOND\
''Malaga" " OFF -SITE IMPROVEMENTS
'OFF -SITE IMPROVEMENTS.As
.MDS'CONS.ULTING .." . PLANN_ING,.ENGIN,EERING,.SURVEYING. .'
IRVINE/
.....
CORD NA/
'
LA 42WINTA
r COST'ESTIMATE FOR "BOND - PURPOSES "
'Tract No. 3359.7;, City :of 'La•.Ouinta
Off -Site Improvements
PREPARED; MARCH
24; 2008. _
ITEM.. '
'.QUANTITY: UNIT'"'UNIT•COST -.
COST
' TOTAL ESTIMATED CONSTRUCTION COST' $
,190,618 -
CONTINGENCY FEE 1:50/o"TOTAL CONTINGENCY:FEE`. $:
28-593
'TOTAL. ESTIMATED PROJECT COST: $
219,211
UNIT PRICES USED HEREIN ARE•:BASED UPON EITHER
' CLIENT. PROVIDED 'INFORMATION ' OR :FROM `BEST '•
AVAILABLE- INDUSTRY! :DATA-' AT:. -THE - TIME. OF . -
PREPARATION: CONSULTANT:' ASSUMES NO
RESPONSIBILITY FOR THE EXACTNESS OF SUCH -UNIT-
:PRICES IN EITHER EVENT.
-
�oQPOFES3
PREPARED'UNDER.THE SUPERVISION OE: C`
C9 N0.20596.
m
d Exp.9=30-09
r..
.- �r ,;civic ���' - •
• March 24, 2008.
STANLEY C:'MO SE CE:'2059.6 DATE
.
EXP DATE.9730/09
_.
* A. T. 'Hughes Company; LLC - PAGE' 3 OF 3 . • G:\73500\CEST\BOND\
"Malagd" OFF -SITE IMPROVEMENTS; • ' OFF -SITE IMPROVEMENTS.As
. L
78-900 Avenue 47 She 200-
La Quinta CA 92253
we propose. to furnish you labor, equlpment; Viand material strictly per:plans and specificdtlo ' as noted below at the unit
price shown for the_construcNori of your projecHroct #33597 Malaga Estates La Qulnta; CA 92253
Pleas mview'all attached.cond tions.(3.pgs)_: Acceptgnce:of-.this�proposal is an:accepfance-,of all terms and -conditions
that are aft hod. �
#1 Pre Welter
Pre WaterSite f're water haul routes and workareas only, by.,
41720 00
way of water:#rucks: 1 LS $ 4,72000
#5 Rough/ Fine Grade '
•Regrode slope at:CVWp:'DIKE from. TRACT BOY to rear Iot.
18,b 12:OQ
line.in lront: of loll thru 16 sub=ex 3.5' froni grade.
`
Regrade -front; yard out to;new R\ W .line. In front' of lots 34: to 47 .
cut.front yards back to new_R\W`line, I Is $18,612.00:
#5 Rough%; Fine Grade,
Lot line'-adjustlments on lots ..9 thrul5 and 34 thru 47 side yards_'
3,300.O13
pnly., A Is: $3;30Q;00.:
#3 Cut+&,Fill
dC�cio th - b' of sfcc {le';off to inside.R W off:future Mgdison
st directly.to-the.egst. F{If opproximofely 6'..dbove native for
-
grade'iimside'R\W.
rtgineeredrtfrpt�asesadd7.0000-=tt5�dbav en "oned
e
ricer (process bbttom,comptact in 2' layers, moister. content to
optimu.m,e:ct:)
#8 Mobilization
Equipment Mobilization -1 Is $5,000.00
50000.00
' ... ..
. Proposal,Amount :. $44,630:00
03/09/2008- 20:22 7607758938
PAGE 04/07
XANKASKAS CONSTRUCTION, INC. PROPOSAL (cont'd)
TERMS AND CONDITIONS
Please accept our terms and conditions for work to be done.
W.
7.
Yankaskas Construction, Inc. is: a non -union Contractor And will not become a signatory to any labor
agreements.
2.
Prices on. this prapo.ml/contract shall be firm: if, accepted by signature or incorpnration. into a contract/purchase.
order within 30.calendar days of its creation or -this proposal/contract may become null,and'void.
3•
prices are based on the tezmsof this proposal (first); any plans and:specifications available at bid time including
any agenda, (second), and :any,pre-bid site visits or, meetings (third). Any request for work under conditions
differing from those represented'by this proposal/contract will require payment foradditional work to be made
Wan "amaunf agreed upon prior to performing' this work or n' at .any -unit prices established" this
proposal /contract..
4.
• It is igreed that, the terms and conditions Hof, this proposal/contract:supersede and cancel all previous
understandings or agreements,, whether written, verbal or implied, and that the terms and conditions of this.
proposal/contract shallcontrol an .the event: of.a conflict .with the terms and conditions of any subsequent
agreement: .
5.
All change.9.to•th.e original'scope of work or proposed extra work' must be directed in writin'gprior to work
performance...
6.
Costs rest tiling from additional insurance requirements (i.e., primary wording waiver of subrogation, etc.)
§lanai beahe responsibility "of'the contraCtox/ow.tter-and charged at the name cost that our insuronce company
charges us:
7.
Prices"subject to increase should scope of work decrease by 15% or more of'this proposal.
8.
Owner hereby expressly assumes any and all risks including but not.limited to, damage and/or destruction of
—
work, project delays,:and increased costs associated with arts of God, wars, -embargoes, labor, disputes, strikes,
pickets, boycotts, and negligence -and/or misconduct of other contractors, owner sagents and'third•parties,
9.
Delays caused"'by and/or: r6sulting?from activities or non-acNvitics of others,. including but not limited to,
owner, contractor, .vendors, supplies, and other factors not in direct control, shall be reimbursed., at'direct costs
plus a markup of 15% ai as specified of allowed' by the contract: .lf.regtiired, an extension of times as agreed
will be granted. .
.10.
Two weeks advancea,atice required -prior to starting -project..
11.
Scheduling and work tube done wdl be•withreasonable•diiigence and in accordance with industry standards.
Any changes brought on by,the Owner/('ene.ral .Contractor to the scheduling time frame will: give ample
time/notification to the'subcontractor'for the necessary changes'.
1.2,.
'This'proposal shrill become.a part of any future contracts. orpun ase orders. Upon acceptance of. the proposal'
:all;of our conditions apply.'
13.
Progress payments shall be provided for all completed work in accordance with this proposal. Progress
payments must be received, in full not ,inter than.`30 calendar days after invoice. has:been received by
Owner/Contractor.-Delinquent payments will be subject to the highest interest rate allowed by law.
Retainage. percentage on monthly. progress .payments to be no. greater. than the percentage retained -by the
Owner. gxcessive.or delinquent'retainage will be subject to the highest interest rate allowed'by law:
15.
' Final'payment (Retention) is due 60.days of ter. completion: of our work on or 30 days after project acceptance,
;
whichever is earlier.' ' •
1.6.
If it.becvmes necessaryto enforce provisions of this-propo"I or terms of payment; the prevailing party, shall
recover reasonable attorneys fees and all costs otherwise providedby law. The General Conditions and Terms
of Payment Shall be included in the contract or purchase order -agreement,
17,
- Acceptance of..thesubcontract.work shall. not be unreasonably delayed or withheld.,
.let.
Under'indernnity and' hold harmless, 'subcontractor, not responsible for any Owner, General Contractor,
engincers; engineering, employees, officers, directors; partners, agents, successors, etc: Legal negligence must
be proven in a court of law. This provision shall not apply to claims, caused by.design defects, other trades
and/or the General' Contractor and/or owner's acts and/or negligence. The obligations of sub hereunder shall.
accrue'only upon a judicial finding, of"sub's fault and liabilities.
19,
Scope of work in Contract; lobe completed in a reasonable time frame.
03/09/2008 20:22 7607758938
EQUIPMENT RENTAL AND LABOR'RATES (4 HR MINIMUM)
January 2007 Thru June 2007
PAGE 06/07
'SCRAPERS
Make
CAT
CAT _
CAT
ModeliDescri tion
637.E
Hourl Ratea
$240.00
$185.00 ....
- ' $161.00'
623-8
• 613-B
LOADERS
Make
CAT-
CAT
CAT
-'New Hollantl
ModeUDescrl PtIon
980-8
986.8
Houriv Rater
$187:00 _
_ $16100
$ 42.00. -
$106.00
95GB
545-D
BLADES _
Maker
CAT
CAT
CAT
ModeUDCSCfi lion
140-0
140-H
142-H
Blade Pros -
HoufIX Rates
$140.00
$154.00
$154.00
$150,007tla -
L.azers
DOZERS
Make
CAT
CAT., ..
CAT.
John Deere
Modol/Descri tion
624-B
� D-B K "
D-9 N
550�► • -
!I urt Rates
_ $213.D0
$245,00
$140.00
WATER PULLS 1 WATER TRUCKS'
Make
ModeUDescri tion
Hourly Rates:
_
627-E / BOOO'GAL Water Pull
$190,00
8xt1 / 4000 -GAL Water Trur•Jc
Standard 12000 GAL Water Truck
$1 D9.00
$89.00
-
WATER TOWERS
Make `
Modellpeseri "on
Hou Rates
12,000 GAL
$1700. 9 MONTH
10,500 GAL
$1500,001 MONTH -
TRUCKS
Make
Model/Description
Hourly Rates
Bottom°Dump_
$105.00
End Dump.
$110.00
10 Wheel'
SeNitA Truck
$103.00
$98.00
Utili Truck
$25.00
Contractor:
Yankaskas Construction, Inc.
_ SignlDate
Sign/Date
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 8029
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, spatted,
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 (21') 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.
1 ,
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 propertylline and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch (%") to one foot (1').
❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A'") feet shall
be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
❑, R8 DRIVEWAYS: A.C. driveways shall be constructed as not to -alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be two and a half inches (2 W') of A.C. paving on (" N/A ") of class (\" N/A " )
aggregate base.
® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred, feet (600') in all directions shall be assured and maintained at all
times.
❑ R10 SOIL STERILIZER:The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
Citv of La Quinta
lk 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.8629
Malaga / Rough Grading / Tract No. 33597; SW Corner of Ave'60 & Madison
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. R.T. Hughes Co, LLC (Patrick O'Dowd) and Yankaskas 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. `
5. 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
l 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 I st to September 30: Monday -Friday 6:00 a.m. to 7:00.p.m,. '
Saturday 8;00 a.m., to 5:00 p.m..
Work shall be prohibited on legal holidays and Sundays. `
Note: Construction work (including setting up traffic control -devices) is not•permitted on any Arterial
street (le 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 setup 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. R
7. , 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 pavemeni damage to any public or.private street
and for any damage to other City streets or facilities as a resultof work performed under this permit.
8. Any land on which Williamson Act contracts apply shall remain undisturbed.,
Special Conditions Page 1 of 6' /
PERMIT NO.8029
Malaga / Rough Grading / Tract No. 33597; SW Corner of Ave 60 & Madison
9. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at
residential streets, 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. .
On Collector to Major Arterial Streets, the permittee must submit a traffic control plan which shall be
prepared under the guidance of the Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition
with Revision No. 1 Incorporated, dated November 2004 (HTML) and the California Supplement.. As
of October of 2006, -these documents can' be observed at
http://mutcd.fhwa.dot.gov/HTM/2003r1/part6/part6-toc.htm and
http://www.dot.ca. og v/hq/traffops/signtecii/mutcdsupp/pdf/CA-Chap6A-Cliap6F.pdf, respectively. It
shall be the Permittee's responsibility to appropriately detour and barricade all construction sites.
Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § I (part), 1982),
street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall
be maintained at all times.
10. 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.
11. 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.
12. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas
on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public Works
front counter phone at 777-7075 or the Assistant Engineer II at 777-7047 to determine the city inspector's
phone number.
If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on
the criteria set forth in the Project Soils Report, Public Works Greenbook, or California Building Code, the
Public Works inspector may halt grading operations until the inadequate soil has either been removed or
the Public Works Director authorizes grading to continue.
The above testing or observations does not relieve the permittee's responsibility for future repairs due to
settlement at and near the locations of the work area.
Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a
certified letter indicating that the grading has been completed per the approved plan. A compaction report
on all fill is required following pad certification and prior to building permit issuance.
13. 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 8c omissions by the architect or
engineer of record.
Special Conditions Page 2 of 6
PERMIT NO.8029
Malaga / Rough Grading / Trakt No. 33597; SW Corner of Ave 60 & Madison
14. 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
15. Prior to performing construction work and closing any lanes in the Public Right of Way, the penmittee 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.
16. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall
inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site.
17. Prior to excavating in native Soils, the owner of the project shall have employed by proposal contract an
archaeological observer for the site excavations within native undisturbed soils. A copy of the contract
must be submitted to the Public Works Department and attention this to the Assistant Engineer II. If the
archaeologist determines the site note to be required to be observed, please submit a letter signed. by the
archaeologist stating their determination. -
18. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the
Public Works Department, a traffic control plan for review and approval prior to start of construction or
parking 'on the paved R/W.
19. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition
of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified
herein.
Native.material may be used. as backfill material provided that minimum compaction, achieved in the
manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water
densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's
responsibility to provide appropriate geotechnical supervisiori, 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.
Special Conditions Page 3 of 6
PERMIT NO'. 8029
Malaga / Rough Grading/ Tract No. 33597; SW Corner of Ave 60 & Madison.
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. I 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 3001inear feet of open trench, at randomly selected locations within the open length
of trench.
F. ' The depth of the randomly selected compaction tests shall also be randomly selected except that
where multiple tests are required in a given length of.trench, the tests shall be no closer than three
feet (vertically) from each other.
G. If any compaction test.fails, previously placed backfill (in the same length of open trench or
previous lengths'of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test
results shall be furnished to the City Inspector.
20. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if
within the existing travel way; at the end of every workday as directed by and to the satisfaction of the
City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that
which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight,
however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length,
open overnight at a point where construction will begin the next.day, provided that this length of trench
is completely covered by steel plating.
21. All landscaping, irrigation, decorative rock,' decorative concrete, lighting, etc., shall be replaced to its
original condition.
22. Access and egress to all local properties shall be maintained at all times.
23. Pursuant to Section 14.16.375 of'the La Quinta Municipal Code (Ordinance 10 § I (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.
Special Conditions Page 4 ol'6
,. • J
PERMIT NO.8029
Malaga / Rough Grading / Tract No. 33597; SW Corner of Ave 60 & Madison
B. Permanent pavement replacement structural section, within*all trenches, shall be I" thicker tharf
existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed
1
miscellaneous base, meeting the requirements of Sections 206-2.2 and 200-2.4 of the Standard
Specifications for Public Works Construction. The replaced pavement and base material shall be
compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench.
Verify exact structural replacement section thicknesses with the City prior to installation.
C: Permanent pavement replacement shall be installed using a City approved 3/" max medium
asphalt concrete as the base course lift and a City approved ''/z" max medium finish course lift for'
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay -The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be. overlaid with a City approved C2-AR-4000
asphalt concrete mix. The width of the cold milling area shall be as follows:
• For longitudinal trenches., located in 'a parking lane: three (3)' feet outside the sawcut
removal lines:
• 4 For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to the lane line striping, whichever is greater.
• For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
E. If grinding -and capping operations are not performed in the same day as base paving operations,
the base course lift of 3/" 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
0.16' 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 conforin to the surrounding grades.
24. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed
under this permit with an, approved dust control treatment. Soil stabilization shall be done immediately
,after completing the operation.
25. Pursuant to Chapter 12.56 of the La Quinta Municipal.Code (Ordinance l 0 § 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.
Special Conditions Page 5 of 6