ENC2023-0073ta "Kra
-- GEM ofrhe DESERT — —
ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
See below for Finance Revenue Codes
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works
improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS.
DATE: 8/10/2023
LOCATION OF CONSTRUCTION (Street address or Description): HWY 111 BTW ELDORADO DR AND DEEP CANYON WASH
PURPOSE OF CONSTRUCTION: ASPHALT OVERLAY FOR THE CITY OF INDIAN WELLS; TRAFFIC CONTROL ONLY IN LA UJNTA
DESCRIPTION OF CONSTRUCTION: CITY OF INDIAN WELLS PROJECT; ASPHALT OVERLAY
DIMENSION OF INSTALLATION OR REMOVAL: SINGLE LANE CLOSURE
APPROXIMATE TIME WHEN WORK WILL BEGIN: 8/11/2023 TIME OF COMPLETION: 9/21/2023
ESTIMATED CONSTRUCTION COST`. (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing
permanent resurfacing and/or replacing improvements)
COMMENTS:
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777-7097. To
submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 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
Signature of Applicant or Agent
MATICH CORPORATION - ROBERT
MATICH PO BOX 10 HIGHLAND, CA 92346
Name of Applicant (please print)
MATICH CORPORATION
Business Address
PO BOX 10 Highland, CA 92346
Name of Contractor and Job Foreman Business Address
149783
Contractor's License No.
EXECUTIVE RISK INDEMNITY INC
Applicant's Insurance Company
Finance Revenue Code
TOTAL: $0.00
(909)533-0609
Telephone No.
(909)382-7400
Telephone No.
LIC-0000595
City Business License No.
54303169
Policy Number
PERMIT NO: ENC2023-0073
DATE ISSUED: A—,,�� to, 7-o °23
EXPIRATION DATE: to, 20 7,q
BY: _
WORT( IN ECTED 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.
T4-hf 4 6(paukrw
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
FEW
liaLC: C;l TY 0f= f)v01A^n c,) E-t-LS
Tract No: Project Name: A!W V /!/ IA4 /V Ca (/Eat&A17-5
Vicinity: 442
Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.)
A51P144T' 0 (114-A L 4
Description of Construction (i.e.: See Plan Set No. 01234) A6 04111&6
Dimension of Installation or Removal: S'/,(X6 9 1RA1,6 CLoSv,��
Approximate Construction Start Date: /) A g
Approximate Construction Completion Date: 9 Z 3
Estimated Construction Cost: $ /J %
Estimated Construction Cost shall include the removal ofall oW- ruct ons, materials, and debris, back -filling, compaction and
placing permanent resurfacing and or replacing improvements
Contact Name: Phone Number:
Name of Applicant/Owner: RO a477 e
Applicant Address: P• G Y30J�6 6 A/L 14AIP CA r y3 Y6
Applicant Telephone Number: cCo �' .38Z- pU
Applicant E-mail Address: Ir W' eL / U/7 C GO i-�
Name of Contractor: &1,4 r/ G,z/ Ce A- 00D12AV &/L/
Contractor Address: p v , X6&5 16 /-//'9/&-4 t/D L--A
Contractor Telephone Number: 90 9t
Contractor State License Number:
Contractor City Business License Number:
Contractor E-mail Address: f- yyt 4 -6 �4
,:::p �/ C Cc e a �D , GCDW
►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED•
Applicant or Contractor General Liability Insurance Company:
Applicant or Crontractor General Liability Insurance Policy Number:
Office Use Only:
Inspection Fee:
Permit Fee:
As -Built
Deposit:
Dust Control
Deposit:
Credit
Amount:
TOTAL FEE DUE:
i _ IC C —
Office Use Only:
Assigned Permit Number:
Approval Date:
Expiration
Date:
Issue
Date:
Administrative Authority:
ion for Permit olas e -
INDEX OF SHEETS
SHEET DESCRIPTION
SHEET 1 TITLE SHEET
SHEET 2 CONSTRUCTION NOTES, DETAILS & TYPICAL SECTIONS
SHEET 3-7 STREET IMPROVEMENT PLAN -HIGHWAY 111
`kfP}. -11----9iliEEi-I A`NrD"_Nff IAN-WC It:-V•N,rA.--
SHEET 9-13 STREET IMPROVEMENT PLAN -RANCHO PALMERAS ESTATES
SHEET 14 STREET IMPROVEMENT PLAN -MOUNTAIN VIEW VILLAS
SHEET 15-19 SIGNING AND STRIPING PLAN -HIGHWAY Ill
SHEET 20-21 SIGNING AND STRIPING PLAN=PALMERAS ESTATES-INDIAN WELLS VILLAS
SHEET 22 SIGNING AND STRIPING PLAN -MOUNTAIN VIEW VILLAS
r
1" E-7 1
NLLAIX 707 ORI
1
d f��
1
25NERALK s1
I: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE
STANDARD PLANS OF THE CITY OF INDIAN WELLS AND THE LATEST EDITION
OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,
2. ALL TRAFFIC CONTROL SHALL BE DONE IN ACCORDANCE WITH THE LATEST
EDITION OF THE CALIFORNIA MUTCD (ARTERIAL STREETS) AND WITH ANY
ADDITIONAL REQUIREMENTS DEEMED NECESSARY BY THE CITY ENGINEER. ALL
CONSTRUCTION AREAS INCLUDING BUT NOT LIMITED TO LANE CLOSURES AND
DETOURS SHALL RE PROPERLY POSTED, DELINEATED AND LIGHTED IN
CONFORMANCE WITH THE CA MUTCD. CALTRANS STANDARD PLANS AND
STANDARD SPECIFICATIONS MAY BE UTILIZED TO AUGMENT THE CITY OF
INDIAN WELLS AND CA MUTCD REQUIREMENTS.
3, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE
CITY OF INDIAN WELLS PUBLIC WORKS DEPARTMENT FOR THE NECESSARY
PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL
CURRENT ENVIRONMENTAL R€GULATION% DURING THE LIFE OF CONSTRUCTION
ACTIVITIES FEIN THE PROJECT: ADDITIONAL 67UPIES AND/ON PERMITS MAY
BE REQUIRED,
4: THE CONTRACTOR SHALL APPLY FOR AND ACQUIRE ALL PENMIaSIONS AND
PERMITS FROM THE ADJOINING PRIVAT€ LAND OWNER, OTHER MUNICIPALITY,
RIVERSIDE COUNTY, CALiFDRNIA STATE DEPARTMENT OF TRANSPORTATION
(CAI -TRANS) OR OTHER AGENCY FOR ALL WORK PERFORMED WITHIN OTHER
OWNERSHIPS, RIGHTS=OF=WAY OR JURISDICTIONS AS REQUIRED BY THE CITY
OF INDIAN WELLS OR OTHER AGENCIES:
`i, THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN FOR PROJECTS
INVOLVING MULTIPLE LANE OR COMPL€TL CLOSURES AT LEAST 3 WEEKS PRIOR
TO COMMENCEMENT OF CONSTRUCTION FOR REVIEW AND APPROVAL BY THE CITY,
THIS CONTRACTOR SHALL- SCHEDULE PRE=CONSTRUCTION MEETING(S) WITH CITY
STAFF AT (760) 340-2489 OR (700) 776=0237 72 HRS PRIOR TO JOB
COMMENCEMENT, ADDITIONALLY, THE CONTRACTOR SHALL NOTIFY THE CITY
PUBLIC WORKS DEPARTMENT 24 HOURS PRIOR TO ANY ACTIVITY REQUIRING
CSNNSTRUCTION INSPECTION, INCLUDING BUT NOT LIMITED TO GRUBBING,
WADING, BASE AND ASPHALT PLACEMENT, CONCRETE PLACEMENT, TRENCHING
AM BACKFILL, UTILITY INSTALLATIONS AND EACH INSTRUCTION PHASE AT
(700) 770=0237.
B: PER GOVERNMENT CODE SECTION 4216, IF THE WORK IS IN AN AREA WHICH IS
KNOWN, OR REASONABLY SHOULD BE KNOWN, TO CONTAIN SUBSURFACE
INSTALLATIONS, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT
DIAL TOLL FREE
tv 1-800-422-4133
AT LEAST TWO DAYS
BEFORE YOU On
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
BENCHMARK: BM 0 24
KMURL
C11Y OF INDIAN WELLS OM N24
LEACH ANO DRAG IN TOP OF CURB ON THE
Ullf SIDE OF HIGHWAY 111. 0,50 MILES
CAST OF MANITOU DRIVE, FLUSH
HC& DATUM: NGV029
THE CITY OF
i
IoDkAN Wf. f 5.
INDIAN WELLS
V.
CALIFORNIA
STREET IMPROVEMENT PLAN]
HIGHWAY 111 PHASE 2 & LOCAL STREET
DESERT HORIZONS
COUNTRY CLUB
�N
wCD
w�
00
PAVEMENT REHABILITATION
HYATT REGENCY
INDIAN WELL;
o RESORTS & SPA
DESERT HORIZONS
COUNTRY CLUB SHMT3/13
cITY I77
(U,S.A.) AT 800-422-4133 AND OBTAIN AN INQUIRY IDENTIFICATION
NUMBER AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO COMMENCING ANY
WORK THAT PENETRATES THE EXISTING SURFACE.
7. EXISTING UNDERGROUND UTILITIES ARE yHOWN IN AN APPROXIMATE LOCATION
ONLY. THE CGNTRAC W SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE WHICH MIGHT RESULT BY
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.
B. ALL TRENCH EXCAVATIONS SHALL CONFORM TO STATE OF CALIFORNIA
OUsISTRUCTION SAFETY ORDERS. PRIOR TO COMIEHCING TEE EXCAVATION OF A
TREN04 5 FEET IN DEPTH OR GREATER AW INTO WHICH A PERSON WILL gE
REQUIRED 10 OESM NO. THE CCMWRACTOR SHALL FIRST OBTAIN A PCFbAIT TO
00 SO FROM THE. DIVISION OF IlIMSTRIAt SAFETY PUtSUAIIHT TO 7-10.4.1.
9. ENGINEEAED FILLS AND PADS SWILL BE COWAMD TO A MINI" OF 901
RELATIVE COMPACTION PER ASTM SPECIFICATION O1S57 AND THE RELATER
SOILS REPORT, WHICHEVER IS OWATER. ALL ROADWAY AM PARKING LOT
GRAPES SHALL BE COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION
PER ASTM SPECIFICATION D1557 AT THE UPPER 1 FT OF FINISHED SUBGRADE:
ALL ROADWAY AND PARKING LOT GRADES ON ENGINEERED FILL SHALL BE
COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION PER ASTM
SPECIFICATION D1557 AT THE UPPER 3 ET OF FINISHED SUBGRADE.
LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOILS
ENGINEER OR CITY ENGINEER AND SHALL BE SUFFICIENT IN BOTH
HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING
OF ALL PLACED FILL. TESTING IN AREA, OF A CRITICAL NATURE SHALL BE
IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. THE FINAL
COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL
CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE
IDENTIFIED WITH THE METHOD OF DETERMINING THE IN -PLACE DENSITY,
SAND CONE OR DRIVE RING.
10. ALL UNDERGROUND SEWER, WATER, ELECTRIC,, GAS, AND DRAINAGE
FACILITIES, INCLUDING SERVICE LATERALS, SHALL BE IN PLACE AND
INSPECTED WITH TRENCHES COMPACTED AND TESTED PRIOR TO BASE GRADE
INSPECTION AND PAVING. THE CONTRACTOR SHALL SUBMIT TO THE CITY
WRITTEN EVIDENCE ISSUED BY THE RESPECTIVE UTILITY PURVEYOR
INDICATING THE SUBSURFACE PORTION OF THE UNDERGROUND FACILITIES HAS
BEEN INSTALLED AND ACCEPTED. THE STORM DRAIN AND UTILITY LINE
BASIS OF BEARINGS:
THE BEARINGS FOR THIS SURVEY ARE BASED
ON THE LINE BETWEEN NGS STATION "COTO"
AND CSRC STATION "P491" (POSITIONS PER
CALIFORNIA SPATIAL REFERENCE CENTER
(CSRC), NAD83, EPOCH 2O09.00) AS SHOWN
ON THE CALIFORNIA SPATIAL REFERENCE
CENTER PUBLISHED DATA SHEETS, BEING
SOUTH 40'16'30.25" EAST.
CONSTRUCTION—imclar dqr N t"i Tn ucrerdu+lrn rtiHh ge-Vnly UC4Wed
coomtrUCllal Cdrllmeta' 7" .6 required i0 DeeUnle eDin
and cwnpinlA rd7poneihWlty far Ioh If[e CM61!101 during LIv course of
Cormlflmdan of U1e pm}ect, inelNdinq snlnty of oil po= % and Properly: InNt
I his reguironw eMV Oo mode to Ppy rnnlhluathy mld. n91 Mtl illnlled !D
normpl Wadlillq nawa, 6w Canelrucllan 40"S tl furuxr agrees In defmw.
uMpmrMfy and 71afd design peofassfpndf IHorml"s frp11 any and oN Soailily. fool
a eth em, in awlr tMn *fIh Ihv pavhynonca of work rv, Uhio project dCe" IV
Nof>♦Nly eriei,p Rdm the 4010 heglgg c. of d"4, pfUf_ggRN11.
P/bJeG
Z�'4 Al (Z-
g� CG e)s OA 6
B �``cT
MIRAMONTE INDIAN — — — �14�22
INDIAN WELLS WELLS a y
RESORT & SPA RiEOSORT TEL` moo U_� ��79
!� f
z ,14L
c:' 2fA1�
INDEX MAP
N:T.5
BIICPILL pEppRT FRpN ift IMTAlECT SOILS E141 tWCR SHALL INCLUDE AN
APPROVAL STATEIENT TWIT TYE %SWAM IS OF AOEWATE STRENGTH TO
SUPPORT THE STRUCTURES AND ANTICIPATED I,OA011 AAA THAT THE BACKFILL
AND COMPACTION IS ADEOUATC FOR TIC INT[MED U5f.,
11. THE CCNfRACIOR SHALL RC RrgIOM1ST%t FOR ISE REMOVAL, REPLACEAG .
AND/OR RELOCATION OF ALL REOMATMV. WAM110 AND AUTO[ SIGNS_
12 TIE CITY EHDIrEER SHALL APPROVI ALL STREET AIAME $]on, TRAFFIC
CONTROL SIGNS, TRAFFIC SIRIPINO, LICANOS, AWfl PAVtLCW MARKERS
(TYPE AAU LOCATION).
13. T]£ CONTRACTOR SHALL NOI DIMLIM ET 1511;140 S110V[Y 4001ENTS OR BI
MARq NOTED ON THE PLANS, OR F93kU "3140 CONSTRUCTION• REMOVAL AND
REPLACEMENT` SHALL BE DON: ONA,Y HY A I:ALIFOMIA RCOISTEBED CIVIL
1EWI R WITH AN R.C.E NAIW:R RE1.04' 3MG. DR A 1, MINSED LARD
SLQVtYOR. PRIOR.TO CONgTITI/CTIOE+, ALL HORIZOWAL AND VERTICAL SURVEY
OOWACL MMA*1TTS At$ MCL$7ORY 'fits AK TO 6F LOCATED OR SET TIN
THE I IEEO AND PFECOTS7MUCT1ON ColklER KCORDO DIALL BE FILED UPON
M1EIHAIAEH S AND MXXW"YC�I};9 ARE TO II[ RKSKIf AM POST CONSTRICTION
CORNER BEOAfOs FILED WI III 11$ CaM1Y SIIRKYOR'S DTYICE IN
AOCMDAHCE IfI111 BOARD RBA.0 NOD, M[NkWIS NELI) TD K SUSNTTED TO
TEE CITY PUBLIC WORKS DEPARTMENT PRIOR TO F II.INR WITH THE COUNTY
SIRVCYDR. ALL RESTORATION OF BLHVEY MOW.NYS SMALL BE PERIEWMED
IN AP,DROyiDE PITH SECTION 6711 OF IHt &SINES4 ANTI PROFESSIONS
CODE,
15_ ALL TRAVELED WAYS MUST OE CLEANED DAILY OF ALL DIRT, MUD, AND
DEBRIS AS A RESULT OF CONSTRUCTION OPERATIONS, CLEANING IS TO BE
DONE 10 THE SATISFACTION OF TH£ CITY ENGINEER.
16. CONSTRUCTION PRDJECTS DISIUMIND MORE TWIN OW (1) ACM£ MUST OBTAIN
A NATIONN. POLLUTANT 01% itW C4141NAIIION SYSTEM (ICI+DES) PERTAIT.
O14EE5/DEVELOPfFM ARE REQUIRED TO ru A NOTICE of INTENT (NCI)
WITH THE STATE WATER OEW_ITY OQNIM BOARD (SWOM), AND TO PREPARE
A 51OWM WATER 1'OLL11.4XIN PMCN730H PLOW (LVW), AND INVE A
MONITORING PLAN FOR THt SITE.
17. THE CONTRACTOT SHALL UDtsT1 it IMIPRO mNi9 IN S; ro1%mNm WITH ITIE
REOUIREMEJNTS QF THE CKWORNIA RRQIONAL WATER "ITY CONTROL BOARD
IW4ITEWATER RIVER WATERSHED. tWKRAL CikrI11IUCTIQN AFC! MS4 PERMITS.
CONTRACTOR TO COMPLY WITH OVRRENT WHIIEWATER RIVER REGION
C�
Qao1[sr +��
No. 73130 ,
r�gF FM11A
INTERNATIONAL
THE GOLF
RESORT AT
INDIAN WELLS
RENAISSANCE
ESMERALDA
RESORT
sf1�-4/16
LN
STORMNATER MANAGEMENT PLAN (SWMP). EROSION AND SEDIMENT CONTROL
BEST MARArkMENT PRACTICE (BMP) SHALL BE IMPLEMENTED AND MAINTAINED.
SOIL STOCKPILES SHALL BE CONTAINED. CONSTRUCTION SITES SHALL BE
MAINYAFNEO IN SUCH A CONDITION THAT WASTES ARE MANAGED AND
CONTAINED AND SUCH THAT RAINFALL OR WIND DOES NOT CARRY WASTES OR
POLLUTANTS OFFSITE. CONSTRUCTION SITES SHALL BE MANAGED TO MINIMIZE
THE EXPOSURE TIME OF DISTURBED SOIL AREAS.
18. NEW IMPROVEMENTS SHALL JOIN OR MATCH EXISTING IMPROVEMENTS IN A
MANNER SATISFACTORY TO THE CITY ENGINEER TO ACHIEVE A SAFE DURABLE
AESTHETICALLY PLEASING TRANSITION BETWEEN THE NEW AND EXISTING
IMPRDDVEWENT, INCLUDING "WHOLE AND VAULT HEIGHT ADJAIWIENTS, SAW
CUTTING, REMOVAL., REPLACEWENT, CAPPING AND/OR COLD PLANI1g, AS
NEEOEOy ALL MANHOLES 40 VALVE BOX FRAMES SHALL BE AGA1511p TO
FINAL GRADES AFTER PAVING IS COMPLETED.
19. ALL PLANS NOT SPECIFIED AS CITY SPONSORED CAPITAL IMPROVEMENT
PROJECT (CIP) PLANS ARE VALID FOR A PERIOD NOT TO EXCEED EIGHTEEN
(18) MONTHS FROM THE DATE OF CITY ENGINEER APPROVAL. THE `„pONSORS
OF THE IMPROVEMENTS SHOWN ON NON CIP PLANS SHALL BEAR ALL COSTS
ASSOCIATED WITH UPDATING THE PLANS, INCLUDING, BUT NOT LIMITED TO,
DESIGN AND IMPROVEMENT COSTS, TO AFFECT PROPER TRANSITIONt BETWEEN
NEW AND EXISTING IMPROVEM[DNTS, COMPLIANCE WITH ANY NEW CITY
STANDARDS, ORDINANCES, OR LAWS AND REGULATIONS, ENACTED % ADOPTED
BY THE CITY OR OTHER JURISDICTIONS SUBSEQUENT` TO THE PLAN APPROVAL
DATE.
20. CONCRETE SPECIFICATIONS ?,HALL FOLLOW CITY OF INDIAN WELLY
STANDARDS. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING SIDEWALK AS
NEEDED AT ALL LOCATIONS WHERE IT IS CRACKED, UNEVEN AT JOINTS. OR
OTHERWISE DAMAGED, PURSUANT TO STREETS & HIGHWAYS CODE SECTION 5610.
THIS REQUIREMENT APPLIES TO ALL CONCRETE COMPONENTS LOCATED IN THE
PUBLIC RIGHT-OF-WAY
21. ALL CURBS SHALL BE ETCHED OR STAMPED SHOWING UTILITY SERVICE
LATERAL LOCATIONS AS FOLLOWS:
"S" FOR SEWER
"G" FOR GAS
"E" FOR ELECTRICAL POWER
22. THE CONTRACTOR SHALL SUBMIT AND RECEIVE CITY APPROVAL OF A FUGITIVE
DUST CONTROL PLAN WHEN THE DISTURBED AREA EXCEEDS 5,000 SQUARE FEET.
70410 Gould Fold Artie, Sul® 100, Palm Desert, CA 92211
Phoft (700) 770014E M13AKERLNTL.COM
PREPARED LINDEN THE INSECT SUPERVISION OF:
DAr 2/1]/ND27
APPROVAL BY: CITY OF INDIAN WEDS
TM A. SEVLIALO, PE DALE
PUBUG WORKS DIRECTOR
RCE NO 56915
NoE�omnBo ]nA1E
CONTRACTOR SHALL SUBMIT THE FUGITIVE DUST CONTROL CASH OR BOND
SECURITY, AS REQUIRED. AND IMPLEMENT THE REQUIRED MITIGATION
MEASURES BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS
PROJECT,
23. TIE CONTRACTOR WILL rNSLM' THAT PUBLIC WORKS APPWVAL IS RECEIVED
FOR ROADSIDE CLEAR 20NE DISTANCE AND SJfJKT OIWANi E REQUIIREHIEWS
FOR ALL FACILITIES. LANDSCAPING AM APPURTENANCES WITHIN THE
PRIVATE AND PUBLIC STREET TH.GHT OF WAY. RELOCATION OF CONFLICTING
[INSTALLATIONS sH" BE PERPOW-0 AT THE CONTRACTOR'S OGEE EXPENSE.
HIGHWAY I I I PHASE 2 8L LOCAL STREET
PAVEMENT REHABILITATION
TITLE SHEET
DEPARTMENT OF PUBLIC WORKS
SHEET
I
OF-22—SHEETS
FILE Na
�r
�r
�r -
�r
EXIST 0
Z
EXIST
-. HIGHWAY 111 - H
D. a � q
. 4 5
I
�-1
61
IrI
EXIST RiY! �-- -- �- — - — --
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w
CID
4 �c
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4 END PAVEMENT
REHABILITATION
r 1 STA 280+71.71
r
288*00 28i*00 �8Q+00 �8)+00 280TOO 281+00
LA ®UINTA
_ _ - .. .�� - - _ - - _ - --,.1..++r:Iragaga��.w.wwr�.w.�wwa+..■w.aaa^�rwrrr..^I.a��wM. r.+a+��
INDIAN WELLS
HIGHWAY 111 A(m /
-\ - - - - - - - - - - -
r6p — �83+a0 284+00 _ 285400
rONSTRLICTION N9M
0 PROTECT IN PLACE
0 MATCH EXISTINO
(4) CRACK SEAL AND SLURRY SEAL
5Q COLD MILL O.2O'OF EXISTING ASPHALT CONCRETE. OVERLAY 0,20'OF ARHM
OD RECONSTRUCT EXISTING CURB RAMP DETECTAPLE WARNING SURFACE PER CITY STANDARD PLAN NO.208 SHEETS 7 AND 8
`] DIAL TOLL FM
t�J� 1-800-422-4133
BEFORE TWO YOU DIM
UNDERGROUND SERVICE MEAT OF SOUTHERN CALIFORNIA
BENCHMARK: SM * 24
DESQunw-
CITY DF INDIAN WHYS HM #24
LEAD AND BRAD IN TOP OF CURD ON THC
SOUTH SIDE OF HIGHWAY 111, 0.50 MILES
EAST OF MANITDU DRIVE, FLUSH
PLAN DATUM: NGVD29
.
BASIS OF BEARINGS:
THE BEARINGS FOR THIS SURVEY AAE HR4ED
ON THE LINE RETWLEN NOS STATION "COTD'
AND CSRC STATION "P491" (POSITIONS PER
CAL IFDRNIA SPATIAL REFERENCE CENTER
(CSRC), NADR3, EPOCH 2O09.00) AS SHOWN
ON THE CALIFORNIA SPATIAL REFERENCE
CENTER PUBLISHED DATA SWEETS, BEING
SOUTH 40.10'3D.25' EAST, e
>i
CRACK SEAL AND SLURRY SEAL
GRIND AND OVERLAY G) I ..
40 i10 40 1!0 12G
APPROVAL BY: L1EV C✓ NDN1 WE"
f 4ss �
^ktit�e'A4''$ INTERNATIONAL
Nb, 7343D 75-410 Nf9ld Bard DfNq, Butt 1W , RMIYI Oeaarl, OA D2211 DAR
Ph®Da'. 760 7708146 MBAKERIML.CbM REN A, SEUMALO, PE
1 ( } PUD 10 WDRNS DIREDTCR
PR€PAR€D UNDER THE DIRECT SUPERVISION OF: H.C.E, ND. B9915
D€SCRIPWN AF•P'D DATE
.. pA14 r iiYCid _
R E V I S I O N -$—_ — BTF•YEN [AATHC] Rom• �7 R 'l 1 qw �14:CRIG WIC
HIGHWAY I I I PHASE 2& LOCAL STREET
8 H E E T
PAVEMENT REHABILITATION
STREET IMPROVEMENT PLAN
7
DF-22=NtIEETS
HIGHWAY 111
Dy,,�
FILE NO.
CTFY OF MUN WELJ-S
DEPARTMENT OFPUBUC WORKS
California MUTCD 2014 Edition Page 1205
(FHWA's MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)
Figure 6H-30. Interior Lane Closure on Multi -lane Street (TA-30)
a%13HY
odQ� T T t t
8
< > T 'r
A
�,� = - k
i} T
W11-1 & W16-1 P
(See Notes 6 & 7)
L
® ooa
j'
See Section BF.61
r i "'
Buffer Space
(optional)
Truck -Mounted Attenuator
(optional) ~ Buffer Space p See Section 6F.61
(optional)
b O
L
11-1 & W16-1P
(see Notes 6 & 7)
A
i
Wei-2
Note: See Tables 61-1-2 and 61-1-3 B
for the meaning of the
symbols and/or letter t t t 1 ROAD
codes used in this figure. Wt7R1{
AHFa4p
Typical Application 30 v+"Er_'
Chapter 6H — Typical Applications November 7, 2014
Part 6 — Temporary Traffic Control
California MUTCD 2014 Edition Page 1212
(FHWA's MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)
Figure 61-1-33. Stationary Lane Closure on a Divided Highway (TA-33)
i
'*
t
#D
TR4A1 "RX
_�o (optional)
100 f (optional)
SEOY! FAR SC20(CA)
THE COIJE (optional)
rolr�
Buffer space (optional)
Temporary white
edge line
L
DQD
Shoulder taper
A (see Note 3)
i. !
B x
j VLAR
.16 C
" SC19(opti( A) ROREi
WORK
A - LONG-TERM AND
INTERMEDIATE
RU
B - SHORT-TERM
Typical Application 33
END G20-2
ROAD WORK
(optional)
500 ft
1
---.-Work vehicle
Truck -mounted
aftenuator
(optional)
uffer space (optional)
Ir■
ry
Shoulder taper
A (see Note 3)
y W4-2
B
rinCtn W20-5
ix rIEE
C
i RDAO
WORK W20-1
xx MILE
Note: See Tables 61-1-2 and
61-1-3 for the meaning
of the symbols and/or
letter codes used in
this figure.
Chapter 6H — Typical Applications November 7, 2014
Part 6 — Temporary Traffic Control
California MUTCD 2014 Edition Page 1117
(FHWA's MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)
Table 6F-101 (CA . Maximum Spacing of Channelizing Devices
Speed
(mph)
Maximum Channelizing Devices Spacing
Taper* Tangent Conflict**
feet feet feet
20
20
40
50
10
12
25
25
30
30
60
15
35
35
70
17
40
40
80
20
45
45
90
_
22
50
50
100
25
55
50
100
25
60
50
100
25
65
50
100
25
70
50
100
25
75
50
100
25
* Maximum channelizing device spacing for all speeds on one-lane/two-way tapers is
20 feet.
Maximum channelizing device spacing for all speeds on downstream tapers is 20
feet.
All other tapers are as shown.
** Use on intermediate and short-term projects for taper and tangent sections where
there are no pavement markings or where there is a conflict between existing
pavement markings and channelizing devices.
Chapter 6F — Temporary Traffic Control Zone Devices November 7, 2014
Part 6 — Temporary Traffic Control
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number ENC2023-0073
The followina shall always avvly:
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 notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized
by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
permittee.
® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an
"R" value of not less than ( ** N/A ") and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
❑ R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch ('/4") to one foot (1').
❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (** N/A **) feet shall
be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be two and a half inches (2 '/2") of A.C. paving on (" N/A ") of class (" N/A ** )
aggregate base.
® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
City of La Quinta
® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
❑ R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (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 Asphalt Concrete surfacing per City of La
Quinta Standard 600 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. ENC2023-0073
City of Indian Wells Project / Pavement Rehabilitation/ Hwy III Between
Eldorado Dr and Deep Canyon Wash (Traffic Control Only in La Quinta)
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. The permittee may only work at night if approved by the City Manager. Night work may be halted if the
city receives complaints about the work.
3. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
4. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097
before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection.
5. 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.
6. City of Indian Wells and Matich Corporation (Robert Matich), 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 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) neither before 8:30 a.m. nor after 4:30 p.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) 777-7070 if signal operation at the intersection is
to be altered in any way.
Special Conditions Page 1 of 5
PERMIT NO. ENC2023-0073
City of Indian Wells Project / Pavement Rehabilitation/ Hwy III Between
Eldorado Dr and Deep Canyon Wash (Traffic Control Only in La Quinta)
10. 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.
11. 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.
12. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 811. 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. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at
residential streets, advance warning signs and traffic control shall be installed and maintained in
accordance the latest edition of the California Manual of Uniform Traffic Control Devices (CA
MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH).
On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or
prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control
Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH).
Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil
or traffic engineer registered in the State of California. 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.
14. 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.
15. The City of La Quinta reserves the right to require modifications of the work be made at permittee's
sole cost for proper sight distance requirements per guidelines in the AASHTO "A Policy on
Geometric Design of Highways and Streets, 5th Edition" or latest, in the installation of all
appurtenances abutting and within the public street right-of-way.
16. 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.
Special Conditions Page 2 of 5
PERMIT NO. ENC2023-0073
City of Indian Wells Project / Pavement Rehabilitation/ Hwy III Between
Eldorado Dr and Deep Canyon Wash (Traffic Control Only in La Quinta)
17. The permittee is responsible for obtaining a valid separate permit from other Cities, County
jurisdictions, or other agencies if any of the work or traffic control devices extend into the other Cities,
County, or agencies right of way.
18. 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
19. 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.
20. The permittee shall not encroach upon private property without prior written approval (submit to the
Public Works Department, attention to the Associate Engineer) of the private land owner whom is being
encroached upon.
21. 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.
22. The permittee is required to provide an informative message board (approved by the City Engineer)
informing the commuters using the affected roadways of
a. Possible traffic delays
b. Time of construction
c. Alternate routes.
The message board shall be provided for the commuters 48 hours prior to the start of traffic delays,
and the entire message should be readable at the posted speed limit.
23. All landscaping, irrigation, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be
replaced to its original condition.
24. Access and egress to all local properties shall be maintained at all times.
25. 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.
26. 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.
Special Conditions Page 3 of 5
PERMIT NO. ENC2023-0073
City of Indian Wells Project / Pavement Rehabilitation/ Hwy III Between
Eldorado Dr and Deep Canyon Wash (Traffic Control Only in La Quinta)
27. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
28. 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.
29. 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 parry has acquired a permit from
the City to perform the required restoration work.
30. Flagger Requirements
A. Minimum Requirements
1. Receive and communicate specific instructions clearly, firmly, and courteously;
2. Move & maneuver quickly;
3. Provide clear and positive guidance;
4. Understand and apply safe traffic control practices;
5. Recognize dangerous traffic situations in sufficient time to avoid injury.
B. Flagger Safety Apparel
1. Background
a. Fluorescent orange -red, or
b. Fluorescent yellow -green
2. Retroreflective material (Orange, yellow, white, silver, yellow -green, or fluorescent
version.
3. Material shall be visible at 1000 ft
4. Apparel shall be designed to identify the wearer as a person
5. Law enforcement personnel should adhere to the same standard
C. Hand -Signaling Devices
1. Stop/Slow paddle octagonal in shape with minimum 18" width and 6" letters. Must
have white legend on red background.
D. Directing Traffic
1. Only three (3) signals are required.
O' SLOW PRO1
STpP
r
I
Special Conditions Page 4 of 5
PERMIT NO. ENC2023-0073
City of Indian Wells Project / Pavement Rehabilitation/ Hwy III Between
Eldorado Dr and Deep Canyon Wash (Traffic Control Only in La Quinta)
E. Flagger Communications
1. If work area is too long for relay (2 flaggers can't see each other)
a. One flagger given the responsibility to coordinate
b. Use Radios or
c. Field phones
F. Flagger warning signs must be removed or covered when flagging is finished, when work is
not going to start immediately, or when work is completed.
Special Conditions Page 5 of 5