4569NOTE:
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For th 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
DATE: December 30, 2005 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Madison Club; Madison and Avenue 52 TM 33076-1
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Onsite Storm Drain
DESCRIPTION OF CONSTRUCTION
DIMENSION OF INSTALLATION OR REMOVAL Per PSN 05220
SIZE OF EXCAVATION, IF NEEDED
MIck S
Sketch (attach construction plans if appropriate)
APPROXIMATE TIME WHEN WORK WILL BEGIN Will Call
\,V
APPROXIMATE TIME OF COMPLETIONESTIMATED CONSTRUCTION COST$ 1.443.816.54c9
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend• and save the City, its authorized agents, officers, representatives and employees, harmless from and agai and all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage o p ns or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this aP ication.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all(I applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of/this word.
Kim Fincher 535-9443 Signature of Applicant or Agent
East of Madison, LLC 81-100 Avenue 52 La Quinta, CA 92253
Name of Applicant (please print) Business Address Telephone No.
Jones Bros Construction 85-984 Avenue. 52 COachella,.CA 347-2291
Name of Contractor and Job Foreman
172092
Contractor's License No.
Business Address Telephone No.
153
City Business License No.
Arch Specialty insurance Company GAP000792200
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class 111
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit — Class IV: See attached schedule
Inspection Fee $
38,880.00
Permit Fee
100.00
Penalty Als—Built Dep.
1,000.00
Cash Deposit -Surety Bond
,
if required
TOTAL: $
39,980.00
Receipt No.
Received by Date
fit- 4569
PERMIT VALIDATION
PERMIT NO. 4569
DATE APPROVED I /02- 426
EXPIRATION DATE 1 JZ /27
DATE ISSUED
By
Administrative Authority
Recorded by 11 Telephone: (760) 777-7075
)RKS DEPARTMENT
TION FOR PERMIT
Location of Construction:
'" lo..t)t ZJ o -. O..'s N v G S ZL
r
Purpose of Construction:o -.$t �� 'n',4
Description of Construction: 22.a.
Dimension of Installation or Removal;
-T
Approximate Construction Start Date:
Approximate Construction Completion Date:
Estimated Construction Cost: $ ,
Estimated Construction Cost shall include the removal .o 1 obstructions, fnaterials, and debris, back -filling,. compaction and
placing permanent resurfacing and or replacing improvements
Contact Name: �� l �1 � Phone Number: WO f^`�
Name of Applicant:
Applicant Address: !Lks w,aJ+sa,,
Applicant Telephone Number_: 91- /00 &e-:- S�Z WI �v A, ..
J Name of Contractor:J b DES f
Contractor Address: s.C-L -t
Contractor Telephone Number: % "" 2 2 1
Contractor State License Number: �Zm
Contractor City Business License Number:
r �
► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4
pl icant or Contractor General Liability Insurance Company:
Applicant or Contractor General Liability Insurance Policy Number:
G 4,P 00679 22D,0
Office Use Only:
Inspection Fee:
fit• 0,
G Si_'0
Q u J
Permit Fee:
Deposit
tt o0o O )
Deposit::
1, a
Dust Control
Deposit:
Credit
Amount:
TOTAL FEE DUE:
Office Use Only:
Assigned Permit Number. /
Approval Dater (�
Expiration
Date:
Issue
Date:
Administrative Authority:
'J^`12/A/2005 23:57 FAX 7603989052 JONES BROS CONSTRUCTION l&001/001
DUNES BROS. CONSTRUCTION CO.
GRADING, PAVING, UNDERGROUND AND EQUIPMENT RENTALS
85-909 AVENUE 52' P. O- BOX 905' COACHELLA. CA 92236
TELEPHONE (760) 347-2291
LIC. NO. 172092
PROPOSAL NO. 1564 00 .. L� CONTRACT NO.
PROPOSAL SUBMITTED TO: PHONE FAX
DATE
NAME:
391.6072 398.6788 DECEMBER 13, 2005 EAST OF MADISON PROJECT
STORM DRAIN
ADDRESS: LOCATION:
LA QUINTA
CITY AND STATE:ARCHIT'ECT/ENGINEER: DATE OF PLANS
RCE 8/19/2005
ATTENTION: PROJECT PLANS NO. AND TITLE
KIM FINCIiER TRACT # 33076-1 PHASE 1
We hereby propose to furnish the necessary equipment, labor, and materials required to perform the following works:
ITEM #
DESCRIPTION
QUANTITY
UNIT PRICE
TOTAL
1.)
2.)
18" ADS
24" ADS
6950 LF
$
40.00
$
278,000.00
3.)
36" ADS
3308 LF
$
45.00
$
148,860.00
4.)
18" RCP
1016 LF
$
69.00
$
70,104.00
5.)
24" RCP
660 LF
$
48.n
$
31,864.80
6.)
36" RCP
668 LF
$
64,80
$
36,606.40
7.)
BENDS
1017 LF
$
88-22
$
89,719.74
B.)
REDUCERS
12 EA
$
610.00
$
7,320.00
9.)
WYE
1 EA
$
900.00
$
900.00
10.)
COLLAR
9 EA
$
944.00
$
8,496.00
11.)
24" NYLOPLAST CB
1 EA
10 EA
$
$
708.00
1,936.00
$
$
708.00
12.)
MANHOLE PARKWAY GRATE
75 EA
$
3,949.00
$
19,360.00
296,175.00
13.)
JUNCTION STRUCTURE
8 EA
$
944.00
$
7,552.00
14.)
10" LATERAL
101 EA
$
$32.00
$
$3,732.00
15.)
CURB CATCH BASIN
2 EA
$
4,189.00
$
8,378.00
16.)
PLUG
1 EA
$
200.00
$
200.00
17.)
10" JUNCTION STRUCTURES
4 EA
$
590.00
$
2,860.00
18.)
12" ADS
340 LF
$
30.11
$
10,237.40
19.)
BAY SAVER
8 EA
$
44,000.00
$
352,000.00
20.)
12" RCP SUBSTITUTE 18"
440 LF
$
48.28
$
21,243.20
21.)
PIPE BOOT
1 EA
NO BID
TOTAL
18" RCP SUBSTITUTE FOR 12" RCP
NO LAKE OR SHORELINE TIE INS
$ 1,443,816.54
PROPOSAL PRICES ARE BASED ON CURRENT PRICES AND ARE SUBJECT TO CHANGE
IF CONTRACTOR RECEIVES INCREASE.
DIRT RAISING INCLUDED IN BID. BASE 8, FINISH RAISING WILL BE AN ADDITIONAL $300.00 EACH.
ALL PRICES BASED ON UNAPPROVED PLANS, PRICES MAY CHANGE UPON APPROVED PLANS
NO PERMANENT PAVING, NO PERMITS, NO LANDSCAPING, NO CURB OR GUTTER.
SEE ATTACHED STIPULATIONS.
JONES BROS. TO BE INDEMNIFIED FOR FINES AND/OR TICKETS FOR DUST CONTROL AFTER COMPACTION
COMPLETE IN SEGMENT WHERE WORKING
JOB BID 1 MOVE IN, ADDITIONAL MOVE IN'S REQUIRED WILL BE'$3000.00 EACH
Buyer and Seller agree that the general terms and Conditions altadved, hereof are part of this agreement are thoroughly understood.
Notice: Additional Tenns and Conditions are Attached. Read Before Signing_- Buyer to sign both sides.
ACCEPTED FOR BUYER
QY Submitted By
Title Date Approved By
Title Date
NOTES. T0. CONTRACTOR
THE-LOCAnON 'OF EXISTING UNDERGROUND UTILITIES ARE
SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO
EXACTLY LOCATE AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE
PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO WATER
OR SEWER CONSTRUCTION AND VERIFY THEIR HORIZONTAL
AND VERTICAL LOCATIONS. ANY DISCREPANCY BETWEEN THE
PLANS AND FIELD CONDITIONS SHALL BE BROUGHT TO THE
ATTENTION OF RCE CONSULTANTS, INC. THE CONTRACTOR
SHALL NOTIFY RCE CONSULTANTS, INC. PRIOR TO POTHOUNG.
IF NECESSARY, RCE CONSULTANTS, INC. SHALL REVISE THE
PLANS. THE CONTRACTOR SHALL BEGIN WATER OR SEWER
CONSTRUCTION AFTER REVISIONS ARE APPROVED FOR
CONSTRUCTION.
RCE CONSULTANTS, INC. MAKE NO REPRESENTATION
CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS
OTHER THAN ALL SUCH FIGURES, INCLUDING ALL EARTHWORK
NUMBER, ARE PRELIMINARY ESTIMATES AND FOR PERMIT
PURPOSES ONLY IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE
FOR CONSTRUCTION AND OR COST PURPOSES. THE ENGINEER
SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN
ESTIMATED QUANTITIES AND THE ACTUAL QUANTITIES AT THE
TIME OF CONSTRUCTION.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND
COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING
THE COURSE OF CONSTRUCTION OF THIS, PROJECT INCLUDING
SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL BE
LIMITED TO NORMAL WORKING HOURS; AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE -
OWNER AND ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
LIABILITY ARISING FROM THE NEGLIGENCE OF THE OWNER OR
THE ENGINEER.
LEGEND
BOUNDARY LINE
PROPOSED STORM DRAIN
PROPOSED OUTLET STRUCTURE
ON -SATE STORM DRAIN ;MPROIVEIVIENT PLANS
- - - FOR MADISON CLUB- PHASE 1
TRACT MAP NO.33076-1 PORTIONS OF SECTION 10, T.6.S., R.7.E., S.B.M.
VICINITY MAP
GRAPHIC SCALE
Soo 0 250 500 1000
(IN FEET)
1 Inch c 50D fL
® ABBREVIATIONS
CHIAC ASPHALT CONCRETE
PROPOSED MANHOLE
PROPOSED CATCH BASIN
PROPOSED SEWER MAIN
--
PROPOSED SEWER LATERAL
--'
PROPOSED WATER MAIN
--
PROPOSED WATER SERVICE
PROPOSED FIRE HYDRANT
PROPOSED SEWER MANHOLE
PROPOSED CENTERLINE
-
PROPOSED RIGHT OF WAY/R
-
PROPOSED EASEMENT/P.U.E.
- - - - - -
PHASE 1 LOT XXX
PHASE 2 LOT XXX
UTILITIES
BC
BEGINNING OF CURVE
- C&C
CURB AND GUTTER
rL
CENTERLINE
CONST.
CONSTRUCT
D
DEPTH
-- DEFL.
DEFLECTION
DIA.
DIAMETER
UIR.
DIRECTION
EA.
EACH
EC
ESMT.
END OF CURVE
EASEMENT. '
F
EVA
EMERGENCY VEHICLE ACCESS
o
EX.
EXISTING
2
FM
FIRE HYDRANT
FUT.
- HORIZ.
FUTURE
HORIZONTAL
LID
IMPERIAL IRRIGATION DISTRICT
---- INV.
INVERT
IRRIG.
IRRIGATION
LAT..
LATERAL
LF
LINEAR FEET
MAX.
MAXIMUM
MET.
METER
MH
MANHOLE
NO.
NUMBER
COACHELLA VALLEY WATER DISTRICT
760-398-2651
NUS
PCC
NOT TO SCALE
POINT OF COMPOUND CURVE
IMPERIAL IRRIGATION DISTRICT (LID)
8DO-303-7756
PRC
POINT OF REVERSE CURVE
I!_
PROPERTY LINE
THE GAS COMPANY
800-427-2200
PROP.
PROPOSED
PUE
PUBLIC UTILITY EASEMENT
VERIZON
800-483-5000
R/W
RIGHT OF WAY
S/W
SIDEWALK
TIME WARNER
760-340-1312
S A.
STATION
TMH
TOP OF MANHOLE
UNDERGROUND SERVICE ALERT
800-227-2600
TG
TOP OF GRATE
OWNER/LAND DIVIDER
NAME: EAST OF MADISON. LLC
ADDRESS: 81-100 AVENUE 53
LA OUINTA, CA. 92253
TEL. No. 76G-391-5072
7:
DIAL TOLL FREE
` 1.460-227=2600
AT VAST TWO DAYS
M70RC YOU DIG
ALERT OF SOY11ERa CALIFORNIA
7��
TYP. TYPICAL
SHEET INDEXVERr. VERTICAL
L."
SHEET NO.
DESCRIPTION
1
TITLE
SHEET
2
DETAIL
SHEET
3
PLAN
AND
PROFILE: ONES
'15A",
"158" AND "15C"
4
PLAN
AND
PROFILE: ONES
'14A"
AND "148"
5
PLAN
AND
PROFILE: LINES
"148"
AND "14D"
6
PLAN
AND
PROFILE: LINE "14D"
7
PLAN
AND
PROFILE: LINES
"22A,"
"228" AND "22C"
8
PLAN
AND
PROFILE: LINES
"221)"
AND '22E'
9
PLAN
AND
PROFILE: LINES
"14A,"
"148" AND "14C"
10
PLAN
AND
PROFILE: LINE "14C"
11
PLAN
AND
PROFILE: LINES
"14D,"
14E" AND "14F"
12
PLAN
AND
PROFILE: ONES
"4G" AND "4H"
13
PLAN
AND
PROFILE: LINES
'8A,"
88" AND "8C"
14
PLAN
AND
PROFILE: ONES
"10A"
AND "108"
15
PLAN
AND
PROFILE: LINES
"10C"
AND "10E"
16
PLAN
AND
PROFILE: LINE "100"
17
PLAN
AND
PROFILE: LINES
"11 A,"
"11 E," "11 F" AND "11G'
18
PLAN
AND
PROFILE: LINES
"118,"
"11 C," "11D" AND "11 H"
19
PLAN
AND
PROFILE: LINE "2A," '28," "2C,' AND "2D"
20
PLAN
AND
PROFILE: LINE "24E,'
"2F." AND "22D'
r RIC AR LA
_ Consultants Inc.
ESIGNED BY:V.I. CHECKED BY: J.W.P.
RAWN BY: C.E.S. DATE: 12/09/05
No,
DESCRIPTION
APPROX. DIY.
OCONSTRUCT
le• HOPE SipN GRAN. ADS. N-12 OR EQUAL
6950 lF
UCONSTRUCT
21' HOPE sroRY DRAIN. AUS N+lx OR CDIYL
J,Jw lF
OS
WIISIRUCI N- HOPE STORM OPAN, A.D.S. N-ix dl EQUAL
1,018 V
OCONSTRUCT
10• HOPE STORY PUN, ADS N-12 OR EOM
V
Qs
mNsmuor ,Ir ROP o-lnv 200o smear DRAM
660 Ir
OCONSTRUCT
2/• RCP D-lQN xOW Smibr OR1N
668 Ii
O7
CONSnKX'I 36• RCP 0-LOAD 2000 STORY GRAN
1,017 V
OCOIrJTR11CT
IIWE FABRICATED BEND. A.D.S. OR EQUAL. 9ZE NO ANGLE PER PLAN
Ix G
OCOtISTR11Cf
HOPE fAB1aGTED fiCD11LEA. AD.S. OR EQUAL. SIZES PER PLAN
1 G
10
CONSTRUCT HOPE FABR1GTm ,TIE A0.S OR EQUAL 512E AND ANGLE PER RAN
9 G
11
CONSTRUCT CONCRETE COLLAR PER RCr'CdWW DETAIL Y803
1 CA
Ix
ODNSIRUCT xA' CATCH RASH PER ADS 2824W OR EQUAL
10 FA
1J
CONSTMXY 11NNOlF WITH GRATED NET COhA PER CRY OF U OUDr1A Sm. 341 W/ WATER TKM MANHOLE WIRIECTION, PER A.D.S. OR EOIlY
75 G
11
W1157RIICT A.NCTNXI SIRIICRAlC PER CITY OF u QANq OEULL JOD
B U
15
CONSTRUCT to- HiNATE STORM GRAN LATERAL AND TrrE. ADS N-lx OR EQUAL. PER OEUA I, SHEET J
BJ u
IB
CONSTRUCT 10• PRIVATE STORY GRAIN LITERAL 1b YM, ADS N-tx OR EIXYL PER OCMA 2 SLEET ] 1
IS G
17
CONSTRUCT cuRe NISI CATCH BASIN No.t PER cnr OF u ODIMA sTANOARD 300
x U
la
CONSTRUCT TEMPORARY FXD PLUG. AD.S OR EOWI
2 FA
19
CONSTRUCT ANCIXIN SRNCNRE PEP 'LnY OF U WMA Sm. JSO. WT111 10• AD.S N-12 LITERAL AND WATER CwSIR'T
1 U
Op
CONSTRUCT YANIgIE WITH GRAZED DAFT CWER PER CITY OF u 0.WTTA Sm. 34o W/ WATER TIGHT EMI01plE COMIECIgN, PER AO.S OR EOIlAI
A G
xl
(XarSIRIICT IY HOPE STOPII DRAM, ADS. N-12 OR EgYL
310 IF
OcoNsaaxr
eArsr,AER SEPARATION STSTEY, sa DETAIL ON SNQl x
a U
QCONSTRUCT
tr RCP o-LolD zorio sroRll oRNrl
Ar0 Ir
N
CONSTRUCT PPE BODi PER TAKE SYSTEM CONSRaXllpr DRAWINGS
1 G
7595 Irvine Center Dr. STAMP
C46559 Suite 130 mI
P.E. Irvine, Co. 92618'
6/30/07 Phone: 949.453.0111
EXP. Fax: 949.453.0411
Ho. cAfiss9�
- W. 6-30-07
SCALE: FILE No. `N'L
N.T.S. 0502
BASIS OF BEARINGS
THE NORTH LINE OF THE NW 1/4
OF SECTION 9. TOWNSHIP 6
SOUTH, RANGE 7 EAST, SAN
BERNARDINO MERIDIAN PER PM
44/67-68 SAID LINE BEARS
N89'46'12"E
BENCH MARK
PD 3 3W
MONUMENT IN HANDWELL AT THE
INTERSECTION OF WASHINGTON 51
dT 42 AVENUE ELEV=117.05'
'CATCH BASIN INDEX
/u a o,.
lYN 1.71 2.9
2YN .0 10.4
3YH 1.71 2.9
4MH 3.93 7.0
5YN 3.95 8.47
6MH ].B 6.7
7MH 2.03 ].S
BYN 3.28 3.8
GAIN 1.93 3.3
10YH 4.68 8.2
11YH 1.73 3.0
12E01 3.93 7.0
APPROVED BY:
I
Y N, P.E.
WD S D ECTOR/CITY ENGINEER
N0. 45843 EXP. 12-31-
i. ALL WORK SHALL BE. DONE IN ACCORDANCE WITH THE STANDARD PLANS OF. THE` -CITY OF LA
QUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" LATEST EDITION,
AND THE CITY OF LA WINTA STANDARD PLANS, DATE AUGUST 21, 2001, OR LATEST EDITION.
2.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OTHER OR CONTRACTOR TO APPLY 10 THE
CITY OF LA OUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE
RESPONSIBLE FOR SATISFACTORY COMPLIANCE WITH ALL CURRENT ENVIRONMENTAL REGULATIONS
DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR
PERMITS MAY BE REQUIRED.
3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE
CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL
WORK PERFORMED WITHIN THE STATE RIGHT OF WAY.
4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR
OTHER GOVERNING AGENCIES.
5. THE CONTRACTOR SHALL NOTIFY THE CITY PUBUC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY
GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075 AND 48
HOURS PRIOR TO REQUIRING INSPECTIONS.
6. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE
COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH
MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF
ALL REGULATORY, WARNING AND GUIDE SIGNS.
S. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY
THE CITY ENGINEER. TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATION
SHALL BE APPROVED BY THE CITY ENGINEER.
9. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON
THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A
REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR,
ONLY.
10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN
OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS:
OCTOBER 1ST TO APRIL 30TH: MONDAY -FRIDAY 7: 00 AM TO 5: 30 PM
SATUROAY 8: 00 AM TO 5: 00 PM
MAY 1ST TO SEPTEMBER 30TH: MONDAY -FRIDAY 6:00 AM TO 7: 00 PM
SATURDAY 8: 00 AM TO 5: 00 PM _
WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. THE CITY
RESERVES THE RIGHT TO APPLY FURTHER TIME RESTRICTIONS AS NEEDED TO WORK OCCURRING ON
ARTERIAL AND COLLECTOR STREETS DURING HIGH TRAFFIC VOLUME HOURS.
11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON
THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION
OF THE CITY ENGINEER.
12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH
THE STATE MANUAL OF WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF
WORK UPON HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS.
13. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED
TO FILE A NOTICE OF INTENT (NGI) WITH THE WATER RESOURCES CONTROL BOARD (SWFtCB), PREPARE
A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. THE
NATIONAL -POLLUTANT DISCHARGE ELIMINATION SYSTEM IS A NATIONAL PROGRAM TO CONTROL
NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND
ENFORCED BY THE STATE WATER RESOURCES CONTROL BOARD.
14. THE CITY RETAINS THE RIGHT TO REWIRE PLAN REVISIONS, AS NECESSARY, SUBSEQUENT TO
PLAN APPROVAL. BUT PRIOR TO COMPLETION OF TFIE'IMPROVEMEN75 SHOWN ON THESE PLANS, IF
ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED bY .THE CITY OR A THIRD PARTY WITHIN THE
IMMEDIATE VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN
INTEGRITY OF THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL GUSTS,
INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY
DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS.
15. THESE PLANS ARE VALID FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF
APPROVAL. THE IMPROVEMENT SPONSOR SHALL BEAR All COSTS ASSOCIATED WITH UPDATING THE
PLANS, INCLUDING. BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, TO AFFECT COMPLIANCE
WITH ANY NEW CITY STANDARDS, ORDINANCES, OR LAWS AND REGULATIONS, ENACTED OR ADOPTED
BY THE CITY OR OTHER' JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE.
16. USE TYPE "v. PORTLAND CEMENT PLUS P0220LAN YATM A MAXIMUM WATER CEMENT RATIO OF
0.45 USING A MINIMUM 4,500 PSI CONCRETE MIX ON ALL CONCRETE STRUCTURES IN CONTACT WITH
SOIL
17. NO UTILITIES SHALL BE CONSTRUCTED ADJACENT TO STORM DRAIN WITHIN STORM DRAIN
EASEMENT.
ON -SITE STORM DRAIN CLAN
FOR MADISON CLUB -PHASE 1
'?-2-14*
TITLE SHEET
TRACT MAP N0. 33076-1
w
o,
qs6q
SOME CB'S AND MH'S HAVE BEEN OMITTED
FROM THIS TABLE FOR TWO REASONS
THEY REPRESENT A JUNCTION STRUCTURE OR
INTERMEDIATE MANHOLE FOR YIMYUM SPACMG
PURPOSES OR A HYDROLOGIC NODE WAS NOT
APPLIED AT THIS POINT AND THE RESULTING O
WAS APPUm TO THE NEXT DOWNSTREAM NODE.
CITY of LA QUINTA
Plan Set No.
oS2•to
DRAWING NAME:
SD-PH1-08-01
PROJECT No.
0001 MD
SHEET 1 OF 20
n
` A City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 4569
The following shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes wcrk 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.
® RS 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 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.
❑ RI BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%)'of the total depth of the
trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the placement of the temporary pavement exceed a five (5) day limit.
® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 4 ) inches of A.0 surfacing placed on a ( 6 )
inch ( crushed ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair.
❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon
completion of permanent repairs.
® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished
by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It
shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The
stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes
necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate
signs, flagmen and or barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or
equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method.
Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California,
dated January 1973.
PERMIT NO.4569
Madison Club / Onsite Storm.Drain / Tract No. 33076-1
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. East of Madison, LLC_(Contact Kim Fincher (-)535-9443), 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
periods:
October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (ie any 4 lane street) before 8:00 a.m.
6. Work within 500 feet of a signalized intersection shall be performed between the -hours of 9 a.m. - 3
p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact
the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at
the intersection is to be altered in any way.
7. 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.
Special Conditions Page l of 6
PERMIT NO.4569
Madison Club / .Onsite Storm Drain / Tract No. 33076-1
8. 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.
9. 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
10. 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.
11. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
advance warning signs and traffic control shall be installed and maintained in accordance with Cal
Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control
plan shall be prepared in accordance with the WATCH Manual and submitted to the City for
review and approval one (1) week prior to starting any construction. It shall be the Permittee's
responsibility to appropriately detour and barricade all construction sites.
Pursuant to Section 14.16.290 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.
12. 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.
13. 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.
Special Conditions Page 2 of 6
PERMIT NO.4569
Madison Club / Onsite Storm Drain / Tract No. 33076-1
14. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe
random trench compaction testing performed by a city approved material testing firm. If the inspector's
phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or
the Assistant Engineer I at 777-7089 to determine the city inspector's phone number. The inspector shall
determine the number and location of the test location/s. The above testing does not relieve the permittee's
responsibility for future repairs due to settlement at and near the locations of the work area. Materials
testing must be performed under direct supervision of a California Registered Civil Engineer.
15. 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.
16. 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.
17. 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
18. The permittee shall not encroach upon private property without prior written approval (submit to the Public
Works Department) of the private land owner whom is being encroached upon.
19. 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.
20. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the
Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or
parking on the paved R/W.
21. 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 to 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.
Special Conditions Page 3 of 6
PERMIT NO.4569
Madison Club / Onsite Storm Drain / Tract No. 33076-1
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such
material shall be removed to the limits directed by the Geotechnical Inspector and/or the City
Inspector and the resulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to or maintained at appropriate moisture content for
compaction. The appropriate moisture content range shall be established at the onset of the
project and ensured prior to use of the materials through progress testing on the stockpiles.
C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be tested at random depths at approximate three-foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth
of lift that can be compacted.
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project.
E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill, per 300 linear feet of open trench, at randomly selected locations within the open length
of trench.
F. The depth of the randomly selected compaction tests shall also be randomly selected except that
where multiple tests are required in a given length of trench, the tests shall be no closer than three
feet (vertically) from each other.
G. If any compaction test fails, previously placed backfill (in.the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
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.
22. 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.
Special Conditions Page 4 of 6
PERMIT NO.4569
Madison Club / Onsite Storm Drain / Tract No. 33076-1
23. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
24. Access and egress to all local properties shall be maintained at all times.
25. 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 1/" max medium
asphalt concrete as the base course lift and a City approved %2" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjacerit to the trench saw cut shall be cold -milled to a depth of 0.10
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000
asphalt concrete mix. The width of the cold milling area shall be as follows:
• For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut
removal lines.
• For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines; or to the lane line striping, whichever is greater.
For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of 3/" 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.
Special Conditions Page 5 of 6
PERMIT NO.4569
Madison Club / Onsite Storm Drain / Tract No. 33076-1
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.
26. 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.
27. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City
has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets
not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a
restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants
permission to use the street to deliver street construction materials and/or equipment.
28. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
29. 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.
30. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the
permittee shall postpone cutting the pavement until the intended third party has acquired a permit from
the City to perform the required restoration work:
Special Conditions Page 6 of 6