8115See below for Finance Revenue Codes
ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public
works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS.
Subdivision Improvement Permit - Class III
Minor Improvement Permit - Class IV
DATE: 9/23/2008
LOCATION OF CONSTRUCTION: Malaga Estates at Coral Mountain; SW Corner of Madison Street and
PURPOSE OF CONSTRUCTION: Partial On -Site Improvements -Water, Sewer and Storm Drain
DESCRIPTION OF CONSTRUCTION: See Attached Plans
DIMENSION OF INSTALLATION OR REMOVAL: See Attached Plans
APPROXIMATE TIME WHEN WORK WILL BEGIN: 10/1/2008 TIME OF COMPLETION:
TM 7
OCT 0 21008
CITY OF
FINANCE DEPT.
ESTIMATED CONSTRUCTION COST: $228,389.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing
permanent resurfacing and/or replacing improvements)
COMMENTS Plans Indicating the Part Permitted for Construction are in the Permit Folder
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) 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. �f
Sam Anziano - R.T. Hughes Development Co LLC
Name of Applicant
Signature of
78-900 Ave 47th Suite 200, La Quinta, CA 92253
Business Address
James A. Shirley Construction Inc. 59160 Mesa Dr, Yucca Valley, CA 92284
Name of Contractor and Job Foreman Business Address
710357
Contractor's License Number
National union Fire Ins. Co. of Pa.
Applicant's Insurance Company
FEES Subdivision Improvement Permit - Class I
Minor Improvement Permit - Class I
Finance Revenue Code
Inspection Fee E_1
$6,852.00
Permit Fee E=1
$100.00
As -Built Deposit E_A
$1,000.00
Cash. Deposit -Surety Bond, E_B
0.00
if required
i
TOTAL
$7,952.00
or Agent
(760) 771-8890
Telephone No
760-228-0447
Telephone No.
6432
City Business License No
3791774
Policy Number
Public Improvements: 3% of estimated construction costs
Private Improvements: 3% of estimated construction costs
PERMIT NUMBER: 8115
DATE ISSUED: 6�be.- �2 Zoo$
EXPIRATION TE: Ot4plo2r' :?, .",Q °f
BY:
WORK INSPECTED BY":
PERMIT COMPLETION DATE":
If the work is covered by a Subdivision Improvement Agreement, Subdivider
shall request final acceptance of improvements from the City Council.
e CITY OF LA"QUINTA
PUBLIC WORKS DEPARTMENT
ENCROACHMENT PERMIT
,PERMIT NUMBER DATE EXP DATE ACC. DATE PLAN SET IMP TYPE . INSPECTOR
PROJECT NAME"
8.115' 10/?/2008 •� 10/2/2011 "- 10/2/2008 ' N/A " Partial On- Malaga Estates at Coral
Mountain; SW Corner of
DEVELOPER
-- RT-'Hughes Development Co: LLC
- ..
VICINITY
Malaga Estates at Coral Mountain; SW Comer of Madison Street and Ave 60; TM 33597
PURPOSE OF CONSTRUCTION
Partial On -Site Improvements - Water, Sewer and Storm Drain "..
DESCRIPTION OF CONSTRUCTION
See Attached Plans ..
DIMENSION OF INSTALLATION AND REMOVAL.
COMMENTS 4
Plans Indicating the Part Permitted for Construction are in the Permit Folder
Approximate Construction Start Dat Approximate Construction Completion Dat• Estimated Construction Cost, INSPECTION FEE:
10/1/2008 11/15/2008� '$228,389.00 $6,852.00�_J
PERMIT FEE•
ONTRACTOR NAME:
James A. Shirley Construction Inc.
ONTRACTOR ADDRESS:
59160 Mesa Dr
ONTRACTOR CITY:
CONTRACTOR STATE`. CONTRACTOR ZIP
Yucca Valley
! CA 192284
ONTRACTOR TELEPHONE:
760-228-0447
CONTRACTOR LICENSE: CONTRACTORS STATE
710357 LICENSE BOARD "
CONTRACTOR
$100.00
INFORMATION
PENALTY:
CURRENT ,
�. $0.00
CASH DEPOSIT /SURETY
0
.'
BOND:
AS BUILT DEPOSIT
$1 000 00 j
TRACT/PARCEL NUMBER PERMIT TYPE
SDP/CUP/ ETC: TOTAL FEE AMOUNT:
APPLICANT
TM 33597 Partial Onsite Improvements -Water, Sewe INFORMATION 7 952.00
APPLICANT NAME:
Sam Anziano - R.T. Hughes Development Co LLC
APPLICANT ADDRESS:
78-900 Ave 47th Suite 200,
APPLICANT CITY: APPLICANT. STATE APPLICANT ZIP CODE:
La Quinta y CA 92253
PPLICANT TELEPHONE:
(760) 771-8890'
DESCRIPTION _
Malaga Estates at Coral Mountain; TM 33597; SW.Comer Madison Street and Ave 60;
Partial On=Site Improvements- Water, Sewer a6d Storm Drain: Paid for permit renewal for a
2 year extension on 10/23/09..
r101
CONTRACTOR'S LICENSE NUMBER:
71035T
CITY BUSINESS LICENSE NUMBER
6432
INSURANCE COMPANY:
National union Fire Ins. Co. of Pa. '
POLICY NUMBER'
3791774 ,
PRINT ENCROACHMENT`PERMIT gar
"PRINT PERMITS�BEING,REQUESTTEDP,
SEARCHFERMITSBY TRACT NUMBERr�
SEARCHaPERMITSxBAFPLI�CyANT.
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PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Date:
ITract No: �� Project Name: NA LACsn LSi ATES Copi 1AT-wi • I
Vicinity: S Ci_},p L-iL M FAD-qoN ST Avr, 66a
Purpose of Construction (i.e.: Rough Grading, Offsite Street, etL. QIq S i iZ: 01P2o 1!
lti ATL P_. �'[i3 i'�v2dl 111�
Description off Constriction (i.e.:See Plan Set No. 01234) _
Dimension of Installation or Removal:
1 t�vt
Approximate Construction Start -Date: ._ U c ; . I 2go Q
Approximate Construction Completion D_ ate: N o� i S 2�Z
Estimated Construction Cost: $ -* c-I-+, i 8't :* 2,2,'9 S 8 °►
Estimated Construction Cost shall include the removal of all obshuctioos, materials, and debris,back-filling; compaction and.
pines pit resurfacing and or replacing improvements
Contact Name: SA cy) A ri q fvG Phone Number: -160 7 ,-) l 89 O
Name of Applicant/Owner: 12. i % .0 - l D G Vt l.o ;n,1:. x C3 L LC
Applicant Address: '7 R A lfc 4-C u r r/= 9 na f-A Q u 1 #u--A CA 9 2Z S-A
Applicant Telephone Number: 7&;p I - g
Applicant E-mail Address: P i cj{ vAwx� u R N
Name of Contractor:
Contractor Address: .
Contractor Telephone Number: U
Contractor State License Number:. 0; :1 I o 3 S
Contractor City Business License Number: (" q�?
Contractor E-mail Address: C►Arn 1 ti R� 1-x cL Qr, I n c
2
►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4
Applicant or Contractor General Liability Insurance Company:
i')k Q JOJORL. UNlc�u Foa _ (`a cue PA _
Applicant or Contractor General Liability Insurance Policy Number:
Office -Use Only:
Inspection Fee:
Permit Fee: oo
As -Built
t Coo
Deposit:
Dust Control
Deposit:
Credit
Amount:
TOTAL FEE DUE:a-
Office Use Only:
Assigned Permit Number.
Approval Date:
Expiration
Date:
Issue
Date:
Administrative Authority.
FOR PERMfr.doc
James A. Shirley Construction, Inc.
Gen. Engineering Contractor Lic. # 710357
59160 Mesa Drive
Yucca Valley, California 92284-1373
(760) 228-0447 (760) 228-0129 Fax
Customer
RT Bughes Development
Attn: Sam Anziano
78-900 Avenue 47, Suite 200
La Qainta, CA 92253
Phone (760) 771-8890 Fax (760) 771-8891
PROPOSAUCONTRACT
Date Proposal *
9/16/08 2220
Project Project #
33597 MALAGA
Item
Description
Qty
Unit Price
Total
Sewer
SEWER: OFFSITE "PHASE I"
Item 1
REMOVE EXISTING 8'
76
40.00
3,040.00
Item 2
8" VCP
777
24.00
18,648.00
Item 3
MANHOLE
3
1,950.00
5,850.00
Item 4
MANHOLE DROP
l
5,100.00
5,100.00
Item 5
BORE
31
990.00
30,690.00
Item 6
CLEAN OUT
1
750.00
750.00
Item 7
RAISE MANHOLE LIDAND CLEAN OUT TO SUB GRADE, ONE TIME
5
100.00
500.00
ONLY
Item 8
RAISE MANHOLE AND CLEAN OUT TO FINISH GRADE, ONE TIME
5
400.00
2.000.00
ONLY
Item 9
MOBILIZATION AND DE-MOBff IZ.ATION
1
12,50D.00
12,500.00
Subtotal
79,079.00 .
Sewer
SEWER: ONSITE
Item l
EXTRA TEST (LUMP SUM)
6,400.00
6;400.00
Item 2
8" VCP
749
19.00
14,212.00
Item 3
MANHOLE
3
2,630.OD
7,890.00
Item 4
4" LATERAL
20
490.00
9.800.00
Item 5
STRUCTUREAL ENCASEMENT
75
240.00
18,000.00
Item 6
RAISE MANHOLE LIDS TO FIMSH GRADE, ONE TRAE ONLY
3
400.00
1,200.00
Item 7
RAISE MANHOLE LIDS TO SUB GRADE, ONE TRAE ONLY
3
100.00
300.00
Subtotal •
157,802_ T_
Storm
STORM DRAIN: •.cM S I T E
Item I
HEADWALL ON 36"
1
8,625.00
8,625.00
Item 2
36" RCP-D250D
935
59.00
55,165.00
Item 3
30" RCP D2500
177
53.00
9,381.00
Item 4
24" RCP D2500
278
36.00
10,008.00
Item 5
18" RCP D2500
294
25.00
7,100.00
Item 6
CATCH BASIN 302, WIDTE1=7, AVERAGE HEIGHT--5.55
5
6,612.00
33,060.00
Item 7
CATCH BASIN 302, WIDTH=10, AVERAGE HEIGHT=6.I 9
1
7,762.00
7,762.00
Item 8
24 X 24 DROP I NI.EI, HEIGHT=3
1
1;800.00
1,800.00
Item 9
NL XWELL
1
25,865.00
25,865.00
Item 10
RAISE MANHOLE LID TO SUB GRADE, ONE TR E ONLY
7
125.00
875.00
General Conditions on following pages_
TOTAL
Pagel
6'd 6Z1.09ZZ09L onalsuo:D Aelai4S 'V sewer eZL:90 90 96 deS
James A. Shirley Construction, Inc.
Gen. Engineering Contractor Lic. # 710357
59160 Mesa Drive
Yucca Valley, California 92284-1373
(760) 22M447 (760) 228-0129 Fax
Customer
RT Hughes Development
Attn: Sam An2iano
78-900 Avenue 47, Suite 200
La Quinta, CA 92253
Phone (760) 771-8890 Fax (760) 771-8891
PROPOSAUCONTRACT
Date Proposal #
9116108 2220
I Project I -Project # . I
33597 1 MALAGA
Item
Description
Qty
Unit Price
Total
Item 11
RAISE MANHOLE LIDS TO FINISH GRADE, ONE TU,4E ONLY
7
300.00
2,100.00
Item 12
MANHOLE
7
3,900.00
27,300.00
Item 13
MOBILIZATION AND DE -MOBILIZATION
12,500.00
12,500.00
Subtotal
2 0 141:00
Water
WATER:OFFSITE
Item 1
24" DIPS WITT'l POLY,
707
, 128.00
90,4M.00
Item 2
24" BUTTERFLY VALVE
2
6,700.00
13,400.00
Item 3
8" GATE VALVE
1
1,300.00
1,300.00
Item 4
6" BLOW OFF
1
1,657.00
1,657.00
Item 5
BORE
28
1,148.00
32,144.00
Item 6
8" DIP
40
30.00
1.200.00
Item 7
4" BLOW OFF
1
1,457.00
1,457.00
Item 8
2" AIR VAC
1
2,900.00
2.900.00
Item 9.
RAISE VALVE LIDS TO FINISH GRADE, ONE TIME ONLY
8
400.00
3,200.00
Item 10
RAISE VALVE LIDS TO SUB GRADE, ONE TIME ONLY
8
100.00
800.00
Subtotal
148, 554.00
Water I WATER: ONSrM
Item 1
8" DIP WITH POLY
796
19.00
15,124.00
Item 2
FIRE HYDRANT ASSEMBLY
3
3,860.00
11,580.00
Item 3
2" WATER SERVICE, NO METER
1
1,840.00
1,940.00
Item 4
1" WATER SERVICE, NO METER
20
580.00
11,600.00
Item 5
4" BLOW OFF
1
2,400.00
2,400.00
Item 6
TIE INTO EXISTING 8" GATE VALVE
0.00
0.00
Item 7
MOBILIZATION
12,500.00
12,500.00
Item 8
8" GATE VAVLE
1
1,300.00
1,300.00
Item 9
RAISE VALVE LIDS TO SUB GRADE, ONE TIME ONLY
3
100.00
300.00
Item 10
RAISE VALVE LIDS TO F 41SH GRADE, ONE TIME ONLY
3
400.00
117200.00
Subtotal
57844'.05
Storm
STORM DRAIN: OFFSITE
Item 1
24" RCP D-2500
81
36.00
2,916.00
Item 2
36" RCP D-2500
59
59.00
3,481.00
Item 3
CATCH BASIN, 300 WIDTH=10, HEIGHT=4
1
6,530.00
6,530.00
General Conditions on following pages.
Page 2
TOTAL
Z-d 6Z 1.08ZZ09L
onilsuoO Aalai4S -V sewer eZ1:90 g0 9l, deS
MDS CONSULTING PLANNING, ENGINEERING, SURVEYING IRVINE/
CORONA/
LA QUINTA
COST ESTIMATE FOR BOND PURPOSES
Tract No. 33591 City of La Quinta
On -Site Improvements -
PREPARED: SEPTEMBER 22, 2008
ITEM QUANTITY UNIT UNIT COST COST
ROUGH.GRADING:
MASS EXCAVATION (RAW) 6,022 CY 1.50 9,033
MASONRY SCREEN WALL, 8' MAX. EXPOSED,
PER CITY STD. (CAN RETAIN UP TO 2') 1,671 LF 80.00 133,680
4' CONCRETE DRAINAGE CHANNEL
PER DETAIL ON SHEET 2 716 LF 20.00 14,320
2' MAX. RETAINING WALL, TOPPED WITH
6' WROUGHT IRON FENCE 260 LF 75.00 19,500
TOTAL ESTIMATED ROUGH GRADING: $ 176,533
STREET IMPROVEMENTS:
3'/2" A.C. OVER 6" CAB (STREET)
20,375 SF
1.95
39,73'11`
6" CONCRETE CURB & GUTTER
PER CITY OF LA QUINTA STD. 201
199 LF
16.00
31184
6" CONCRETE MEDIAN CURB
ONLY PER CITY OF LA QUINTA STD. 210
260 LF
10.75
2,795
4" CONCRETE ROLLED CURB &
GUTTER PER CITY OF LA QUINTA STD. 203
1,557 LF
10.00
15,570
4" CONCRETE ROLLED CURB
(NO GUTTER) PER -DETAIL ON SHEET 2
0 LF
10.00
0
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 -
8 EA
1,250.00
10,000
CONCRETE BAND PER DETAIL ON SHEET 2
410 LF
7.00
2;870
ENHANCED CONCRETE
PAVERS PER DETAIL ON SHEET 2
.3,668 SF
5.00
18,340
ADJUST WATER VALVE TO GRADE
3 EA
300.00
90G.
ADJUST SEWER MANHOLE TO GRADE
3 EA
500.00
1,500
ADJUST'STORM DRAIN MANHOLE TO GRADE
4 EA
425.00
1,700
TOTAL ESTIMATED STREET IMPROVEMENTS: $ ' 96,890,
R. T. Hughes Company, LLC - PAGE 1 OF 4 G:\73500\CEST\BOND\ .
"Malaga" ON -SITE IMPROVEMENTS ON -SITE PH 1 9-22-08.xls.
MDS CONSULTING PLANNING, ENGINEERING, SURVEYING
IRVINE/
CORONA/
LA QUINTA
COST ESTIMATE FOR BOND PURPOSES
Tract No. 33597-1, City of La Quinta
On -Site Improvements
PREPARED: SEPTEMBER 22, 2008
ITEM QUANTITY UNIT UNIT COST COST
STORM DRAIN IMPROVEMENTS:
18" RCP STORM DRAIN PIPE
(D-LOAD = 2500)
503 LF
25.00
12,575
• 24" RCP STORM DRAIN PIPE
(D-LOAD i 2500)
278 LF
36.00
10,008
• 30" RCP STORM DRAIN PIPE
(D-LOAD = 2000)
177 LF
53.00
9,381
. 36" RCP STORM DRAIN PIPE
(D-LOAD = 2000)
935 LF
59.00
55,165
RETENTION BASIN ACCESS
ROAD PER DETAIL ON SHEET 7
1,728 SF
10.00
17,280
CURB INLET CATCH BASIN
PER CITY STD. DWG. NO. 300
2 EA
3,500.00
7,000
COMBINATION INLET CATCH
BASIN PER CITY STD. DWG. NO. 302 WITH
PEDESTRIAN GRATE TYPE 24-18
PER CITY STD. DWG. NO. 315
7 EA
5,000.00
35,000
MANHOLE NO. 1 PER CITY STD. DWG. NO. 340
6 EA
3,500.00
21,000
FLARED WINGWALL OUTLET
STRUCTURE PER CAL -TRANS ST. D86-B
AND DETAIL ON SHEET 7
2 EA
4,000.00
8,000
SLOPED PROTECTION BARRIER
PER APWA STD. PLAN 360-1
2 EA
800.00
1,600
6" PVC SCH. 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" PRIMARY SETTLING
CHAMBER PER DETAIL SHEET NO. 7
1 EA
10,000.00
10,000
"MAXWELL PLUS" SECONDARY SETTLING
CHAMBER PER DETAIL SHEET NO. 7
1 EA
15,000.00
15,000
JUNCTION STRUCTURE PER
CITY OF LA QUINTA STD. DWG. NO. 351
1 EA
2,000.00
2,000
1/4 TON X 18" DEEP RIPRAP
ENERGY DISSIPATOR, L=10', W=12'
2 EA
750.00
1,500
"MAXWELL IV" PER DETAIL ON SHEET 7
2 EA
10,000.00
20,000
TOTAL ESTIMATED STORM DRAIN IMPROVEMENTS: $
c22s;389,
R. T. Hughes Company, LLC - 'PAGE 2
OF 4
G:\73500\CEST\BOND\
"Malaga" ON -SITE IMPROVEMENTS
ON -SITE PH
1 9-22-08.xls
I '
MDS CONSULTING PLANNING, ENGINEERING, SURVEYING CORONA/
LA QUINTA
COST ESTIMATE FOR BOND PURPOSES
Tract No. 33597-1 -City of La Quinta
On -Site Improvements
PREPARED: SEPTEMBER 22, 2008
ITEM
QUANTITY UNIT
UNIT COST
COST
WATER IMPROVEMENTS:
8" DIP WATER MAIN
(POLYETHYLENE ENCASED)
1,001 LF
19.00
19,019
STANDARD 6" FIRE HYDRANT
ASSEMBLY (WET BARREL)
3 EA
3,860.00
11,580
1" SERVICE FOR %" METER
20 EA
580.00
11,600
2"SERVICE FOR 1 %2' METER
(LANDSCAPE)
1 EA
3,500.00
3,500
8" X 11.250 DIP BEND
6 EA
300.00
1,800
8" X 22.50 DIP BEND
1 EA
300.00
300
8" X 450 DIP BEND
0 EA
1,000.00
0
8" X 900 DIP BEND
0 EA
300.00
0.'
TOTAL ESTIMATED WATER IMPROVEMENTS:
$
47,799
SEWER IMPROVEMENTS:
8" VCP SEWER PIPE
930 LF
19.00
17,670
MANHOLE (4' DIN PER
CVWD STD. S-5
4 EA
2,030.00
8,120
4" VCP SEWER LATERAL
PER CVWD STD. S-9A
20 EA
490.00
9,800
TOTAL ESTIMATED SEWER IMPROVEMENTS: $
35,590
BASIN LANDSCAPE IMPROVEMENTS:
1 LS
338,000.00 $
338,000
RELOCATION OF IRRIGATION LINE:
0 LS
798,841.00 $
0
R. T. Hughes Company, LLC - PAGE 3 OF 4
"Malaga ON -SITE IMPROVEMENTS
G:\73500\CEST\BOND\
ON -SITE PH 1 9-22-06.xls
j . MDS CONSULTING PLANNING, ENGINEERING, SURVEYING
IRVINE/
CORONA/
LA QUINTA
COST ESTIMATE FOR BOND PURPOSES
Tract No. 33597-1, City of La Quinta
On -Site Improvements
PREPARED: SEPTEMBER 22, 2008
ITEM QUANTITY UNIT UNIT COST COST
DRY UTILITY IMPROVEMENTS:
DRY UTILITY 20 DU 2,500.00 $ 50,000
JOINT TRENCH
BACKBONE SYSTEMS
PRIMARY TRANSFORMERS/SPLICE PITS
IID (CONTRACT)
TELEPHONE (CONTRACT)
GAS (CONTRACT).
CABLE TV (CONTRACT)
TOTAL ESTIMATED DRY UTILITY IMPROVEMENTS: $ 50,000
TOTAL ESTIMATED CONSTRUCTION COST: $ 973,201
MONUMENTATIOW , 1 LS 12,000.00 12,000
985,201.
CONTINGENCY FEE 15% TOTAL CONTINGENCY FEE: $ 147,780
TOTAL ESTIMATED PROJECT COST: $ 1,132,981
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.
PREPARED UNDER THE SUPERVISION OF
STANLEY C. MOR,SE, R.C.E.
EXP. DATE 9/30/09
\,EI C. 4kjln
w No.20596
C. Exp.9-30-09
C10-
TFOF CAI.\FOP
Se
lber 22, 2008
DATE
R. T. Hughes Company, LLC = PAGE 4 OF 4 G:\73500\CEST\BOND\
"Malaga" ON -SITE IMPROVEMENTS ON -SITE PH 1 9-22-08.xis
° CITY OF LA QUINTA
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
Of0 78-495 Calle Tampico • P.O. Box 1504 • La Quinta, California 92247-1504
Phone: 760.777.7075 • Fax: 760.777.7155
PRE -CONSTRUCTION MEETING ATTENDANCE rORM
Project Name: J�/l ALdrGc d Date:
Project ID: -rm 335�(i Time: Fo
Type of Imp.: ON S (T-C- - ,
En. Permit#: g t t 4 4
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2
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3
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T:\STAFF\Valenzuela\Engineering ServicesTre-Con Attendance Form.doc-
-e City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 8115
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 (%") 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 Y2") 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 fights 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.8115
Malaga / Install Partial On -Site Sewer, Water, Storm Drain Improvments / TM
33597; SW Corner of Madison Street and Avenue 60
In addition to the standard permit conditions, the following shall apply:
Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For Public
Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
3. The work within the Coachella Valley Water District (CVWD) Easement is not a part of this permit.
The permittee is responsible for obtaining approval and a valid separate permit from CVWD if any of
the work extend into CVWD right of way.
4. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will
be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial
Safety pursuant to 7-10.4.1.
5. 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. The following items (but not limited too) are
requested at or prior to the preconstruction meeting:
a. Traffic Control Plan
b. Schedule of the Construction Activities
c. Contractor constructing the improvements and owners representative
6. • R.T. Hughes Development (Sam Anziano) and James A. Shirley Construction, hereinafter referred
to as "Permittee"., shall be responsible for providing continuous dust and erosion control.
7. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
8. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the
work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of
equipment within one-half mile of human occupancy shall be performed only during the following time
periods:
October 1 st to April 30
May 1 st to September 30:
Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Special Conditions Page l of 7
PERMIT NO.8115
Malaga / Install Partial On -Site Sewer, Water, Storm Drain Improvments / TM
33597; SW Corner of Madison Street and Avenue 60
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 (i.e. any 4 lane street) before 8:00 a.m.
9. 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 City Traffic Signal Maintenance Division at (760) 250-0571 if signal operation at the intersection is
to be altered in any way.
10.' The permittee and/or contractor shall provide surveyor staking information adequate for the City
Inspector to determine horizontal and vertical locations relative to the approved city plans. The
minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall
state the horizontal location relative to building corner and the elevation of the top of hub next to the
lath.
11. 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.
12. 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
13. 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.
14. 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 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. A traffic control plan.
shall be prepared in accordance with the MUTCD Manual and submitted to the City for review
and approval prior to starting any construction. 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 § 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.
Special Conditions Page 2 of 7
PERMIT NO.8115
Malaga / Install Partial On -Site Sewer, Water, Storm Drain Improvments / TM
33597; SW Corner of Madison Street and Avenue 60
15. 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.
16. 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.
17. 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 II at 777-7047 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.
18. 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.
19. The permittee is responsible for obtaining a valid separate permit from the California Department of
Transportation Department`(CalTrans) if any of the work or traffic control devices extend into the CalTrans
right of way.
20.. 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
21. Work within 500 feet of any designated School Zone shall be performed between the hours of 8 a.m. —1:30
p.m. Traffic control shall be set up after 8 a.m. and removed before 1:30 p.m.
22. The permittee shall not encroach upon private -property without prior written approval (submit to the Public
Works Department, attention to the Assistant Engineer II) of the private land owner whom is being
encroached upon.
Special Conditions Page 3 of 7.
PERMIT NO.8115
Malaga / Install Partial On -Site Sewer, Water, Storm Drain Improvments / TM
33597; SW Corner of Madison Street and Avenue 60
23. 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/W 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
24. 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.
25. 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.
26. 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.
27. 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.
28. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition
of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified
herein.
Native material may be used as backfill material provided that minimum compaction, achieved in the
manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water
densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's
responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all
times during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such
material shall be removed to the limits directed by the Geotechnical Inspector and/or the City
Inspector and the resulting excavation backfilled with pipe bedding material.
Special Conditions Page 4 of 7
PERMIT NO.8115
Malaga / Install Partial On -Site Sewer, Water, Storm Drain Improvments / TM
33597; SW Corner of Madison Street and Avenue 60 -
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. 3
E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill, per 300 linear feet of open trench, at randomly selected locations within the open length
of trench.
F. The depth of the randomly selected compaction tests shall also be randomly selected except that
where multiple tests are required in a given length of trench, the tests shall be no closer than three
feet (vertically) from each other.
G. If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test -(as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test
results shall be furnished to the City Inspector.
29. 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. I
30. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
31. Access and egress to all local properties shall be maintained at all times.
Special Conditions Page 5 of 7
PERMIT NO.8115
Malaga / Install Partial On -Site Sewer, Water, Storm Drain Improvments / TM
33597; SW Corner of Madison Street and Avenue 60
32. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the completion
of the work. Permanent pavement replacement shall .conform to the following conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than
existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed
miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard
Specifications for Public Works Construction. The replaced pavement and base material shall be
compacted to 95% relative compaction and respectively tested; for each 300 linear feet of trench.
Verify exact structural replacement section thicknesses with the City prior to installation.
C. Permanent pavement replacement shall be installed using a City approved 3/" max medium
asphalt concrete as the base course lift and a City approved %" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000
asphalt concrete mix. The width of the cold milling area shall be as follows:
For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut
removal lines.
For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to the lane line striping, whichever is greater.
For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of/" max medium asphalt concrete shall be installed from saw -cut edge to
saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left
0.10' low in anticipation of grinding and capping.
F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be
replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer.
Affected traffic signal loops shall be removed and replaced in kind. The finished pavement
surface shall be smooth, consistent, and shall conform to the surrounding grades.
Special Conditions Page 6 of 7 '
PERMIT NO.8115
Malaga / Install Partial On -Site Sewer., Water, Storm Drain Improvments / TM
33597; SW Corner of. Madison Street and Avenue 60
33. 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.
34. 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 partof 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.
35. The City of La Quinta reserves the right to revoke, suspend or void this permit at anytime.
36. 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.
37. 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 Cityto perform the required restoration work.
Special Conditions Page 7 of 7
P.O. Box 1504
LA QUINTA, CALIFORNIA 92247-1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
October 8, 2009
Mr. Randy Hughes
RT Hughes. Co., LLC
P.O. Box 1992
(760) 7 7 7 - 7 0 0 0
' FAX (760) 777-7101
i_'lt!1:
°0?1,?\
0a"
La Quinta, CA 92247 �'✓�F qG
Re: Encroachment Permit No. 8115 — Tract Map No. 33597, Malaga*-,'
Partial On -Site Water, Sewer and Storm Drain Improvements (Plan
Set No. 08034)
Dear Mr. Hughes:
Encroachment Permit number 8115 expired on October 2, 2009. In
order to renew this permit, the following is required:
The. renewal fee as per City Council Resolution 96-95, states:
Encroachment Permit — renewal of expired permit shall consist of a
$100.00 permit renewal processing fee plus 10% of original fee to
extend .the permit one additional year (x 2 until October 2; 201.1).
ORIGINAL PERMIT FEE
10% (x 2)
PERMIT RENEWAL FEE
of original* ,.permit fee
(two= ear-..exiension)
$6,852.00
$1,370.40
$100..00
RENEWAL AMOUNT DUE:
$1,470.40
If you have any questions or need additional information, please contact
Amy Yu, Assistant Engineer II, at (760) 777-7047.
Sincerely,
"thJoAna jn, P.E.
Public Works Director/City Engineer
Page 1 of 1