14000See below for Finance Revenue Codes
4 4 " 0
'72�7�
ENCROACHMENT PERMIT F, �
PUBLIC WORKS CONSTRUCTION FEB O 4 22014
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewer , w ter mains and other like
works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS CITY OFI-AQUINTA
FINANCE DEQT.
Subdivision Improvement Permit - Class II
®�� �� Minor Improvement Permit - Class IV
DATE: 1/28/2014
LOCATION OF CONSTRUCTION: Verizon; WO#0543-7POF8QG; North Side of Ave 58 and Southwest Corner of Ave 58 and Madison St
PURPOSE OF CONSTRUCTION: See Conduit Design for Specific Details. Bore & Trench —2,800 LF of 14" PVC
DESCRIPTION OF CONSTRUCTION: See TCP & Conduit Desian
DIMENSION OF INSTALLATION OR REMOVAL: Duration of Work: 30
APPROXIMATE TIME WHEN WORK WILL BEGIN: 4/1/2014
ESTIMATED CONSTRUCTION COST: N/A
permanent resurfacing and/or replacing improvements)
.COMMENTS
TIME OF COMPLETION: 5/1/2014
(Including removal of all obstruction, materials, and debris, backfilling, compaction and placing
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any
and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or
property happening or occuring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777-
7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 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.
t�
Signature of Applicant or Agent
Verizon California Inc. - Alex Chuck 295 N. Sunrise Way, Palm Springs, CA 92262 909-798-4400
Name of Applicant Business Address Telephone No
Verizon California, Inc. 295 N. Sunrise Way, Palm Springs, CA 92262 909-798-4400
Name of Contractor and Job Foreman Business Address Telephone No.
488385 0004
Contractor's License Number
City Business License No
National Union Fire Ins. Co. of Pittsburgh GL5094690
Applicant's Insurance Company Policy Number
FEES Subdivision Improvement Permit - Class I
Minor Improvement Permit - Class I
Finance Revenue Code
Inspection Fee EE=1 0.00
Permit.Fee EE=1 $2,646.00
As -Built Deposit E-A 0.00
Cash Deposit -Surety Bond, E_B $0.00
if required
TOTAL $2,646.00
Public Improvements: 3% of estimated construction costs
Private Improvements: 3% of estimated construction costs
PERMIT NUMBER: 14000
DATE ISSUED: 11.7• iy
EXPIRA ION DATE: • �• S -
BY: y \
WORK INSPECTED BY*:
PERMIT COMPLETION DATE*:
If the work is covered by a Subdivision Improvement Agreement, Subdivider
shall request final acceptance of improvements from the City Council.
0
Date: 03/24/2014
T4tyl 4 e(PQ"
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Tract No: Project Name: 0543-7POF8QG / Acct. Code: 85C
Vicinity: North Side of 58th Ave. & South West corner of 58th Ave. and Madison St.
Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.)
See Conduit Design for specific details. Bore & trench 2,800' +/- L.F. 14" PVC.
Description of Construction (i.e.: See Plan Set No. 01234) See TCP & Conduit Design.
Dimension of Installation or Removal: Durration of work: 30 -Days
Approximate Construction Start Date: 04/01!2014
Approximate Construction Completion Date: 05/01/2014
Estimated Construction Cost: $
Estimated Construction Cost shall include the remova' of all obstructions, materials, and debris, back -filling, compaction and
placing permanent resurfacing and or replacing improvements
Contact Name: Jose Barajas Phone Number: (909)-798-4400
Name of Applicant/Owner: Verizon California, Inc. Vz. Engineer: Larry Moore
Applicant Address: 295 N. Sunrise Way, Palm Springs, CA. 92262
Applicant Telephone Number: (909) 798-4400
Applicant E-mail Address: permits@mountaintcs.com
Name of Contractor: Verizon California, Inc.
Contractor Address: ,295 N. Sunrise Way, Palm Springs, CA. 92262
Contractor Telephone Number: (909) 798-4400
Contractor State License Number:
Contractor City Business License Number:
Contractor E-mail Address: permits@mountaintcs.com
►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4
Applicant or Contractor General Liability Insurance Company:
Applicant or Contractor General Liability Insurance Policy Number:
Office Use Only:
Inspection Fee:
Permit Fee:
As -Built
Deposit:
Dust Control
Deposit:
Credit
Amount:
TOTAL FEE DUE:
Office Use Only:
Assigned Permit Number:
Approval Date:
Expiration
Date:
Issue
Date:
Administrative Authority
plication for I Permitpose -
F)
4tRECEUVED
o`� �Q ��7�IN11�/
rl�
- f JAN 0 6 2014
., �� PUBLIC,WORKS DEPARTMENT PUS IC- !n4®RiKS
c ow APPLICATION' FOR PER
{ : Date: 0'1/97, /2014
Tract Nog Project Name 65 -7f' BGQG Clod 5'`C
4'� 0�j /Acct e 8
Vlclnrt South�lNest corner of 58th Ave andMa`disdrl5t Y �1�
G� oA y
Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.)
`:� See Conduit. ®,esign for specifics details: Bores&• r , cH ;Z95' 1-4" P�laC. � r ( /
Description of Construction "(i.e.: See Plan Set No: 01234)SeeT.CPp Co,ntlult ®resign �
Dimension of Installation or Removal. IDIOM,
.. e
:41/,07 d14
Approximate Construction Start -Date: � 4� , "
y
Approximate ConstructionCompletion Date41 rr/204 i '
Estimated Construction Cost: $
} r�.
Estimated Construction Cost shall include the removal•ofall obstructions, serials, and debris, back -filling, compaction and
placing* permanent resurfacin and or replacing improvements
P BP g P g� P
..MMM
Contact Name: Tex Cluck hone Number(i 798=44'00
f d : ' Name of'Applicant/Owner �/erizoil `Callfor _a ri Vz Engineer: l ars Moose . ,
Applicant Address. 295 NQS n Ise 1rvay 'alnrngs,, CSA. 92262 -
Applicant Telephone Number:
$ Applicant E-mail Address: 61
o 'rit irrt s, om
P
Name .of Contractor. u�enzo a orn'ia In =
Contractor Address: ` 295N: S ns'e 1Nayalm5p Ings,- CA.92,262
s' Contractor Telephone Numb r (909;)79 440(i x �
4 Contractor State License N tuber: ngw
Contractor City Business icense Number: y
ContractorE-mal.Add' ss:.permits@md1.
untal� '> o,
r ti� ►A COPY'OF TWCURRENT INSURANCE -CERTIFICATE MUST BE PROVIDED• .�
Applicant _or Cori actor General Liability Insurance om any:.
r� :...�
y ..
E:
` A licant or C ntractor General Liability Insurance Policy Number:
;+... - . '
Office Use. 1 Office Use Only: O
' Inspection.Fe Assigned Permit Number'
Permit Fee': .2� (/r f F > -Approval Date:
As -Buil f - Expiration. "
Depos Date:
Dust ontrol Issue -
•l. Dep sit: Date:
Cr it
' Amount: ''tt^ " Administrative Authority:
4�. TOTAL FEE DUE. . Z �o "f6
rive ec is s ormspp Icatlons Application fo? Pe?Mlt pose b - -UV
kP,-4
I CA
A
7
it
SITE
Mrm am I!
4
FST
IMENUE
VICINITY MAP,
N.T.S.
CIT'�`OF LA QUATA
AVENUE 58
PAVEMENT REHABILITATION IMPROVEMENTS
CITY PROJECT. NO. 2007-18B
- UNDERGROUND UTILITIES ...
ALL UNDEOCROUNO UrUlES Of? STRUCTILTIES PEPOoG 91 THE OWNER OR OINERS
TILL --E AND 'HOSE SHO- ON THE RECORDS EXAWNED ARE 44rACAID W- MSIR AP--nXIUATF
"-2"-25,17 LI2,A111,11 AND CITCIT, DIC OWNIDR, BY IC -00740 TIIESr PLANS OR PROOZEDUG *ETH
Wl--PU-.
t.ENTS sUANr THERE,
To. ACREESTO ASSUME UArALTTY K40TO HOLD
FOR THE LOCATION UNDERSIGNED NAZMLE'.S FOR ANY OA.Att- R-;vLnWG FROM EXISM.Lt OF 66UlWOIj"4D
OF BURIED UTIL MS OR SnUCTUPES NOT REPORTED 70 PIE UNDERSIGNED, NOT NCKATED 09, SHWA
U"La, UNES. 011ISF. RECORD-: FXA-0. 1W.' ILI.WrRACIOR 15 REOuiRED TO TAKE ULE PRECAUTIONARY
DoNT DISRUPT MEASL.rZ Ta PROTC,-, '.IE ILD` J11M OR SI�JCIURES SHO" -M
ANI ANY 01WA U-11EN
OR STRtICTU" S FIDOND Ay TIIE SITE. IT 9W.L WE THE UATRACTCA'S RESPONSIWl"
VITAL SEIM= TO NOTIFY THE Ovims OF TIC U11' 1CS; OR SrPVC--UnS CONCERNED MFORE STARTINC
WORK
`,l % �--x x -n I. NIS ,ISE 1.tRAC, M. FR: TiZ. *xa�
lih&Q�Z&l-sltEi FIT EWNEM NVAIM IIII3E AAS nWt BC iCfifNIoE FTI,. M "4U IOk
-7 KX NJIIC AtL GONITIS n LAT lvlYl YCT OF N M714 ND -0%? AE
NFEE RIS.
I'm
GENERAL NOTES
SIGNING AND STRIPING NOTES
PAVING NOTES
1, ALL. WORK SMALL BE DONE IN A-CCORCANCE WITH LATEST EDITION OF THESTAiNDARD PLANS OF rr;E
1. TR*F.0 STRIPES, R.M, PAVE'MENI MARKERS,AND SIGNS, (EXCEPT
ALL UrJDVZGRLIjND �.ACILTRIIES, INCLUDING SERVICE LATERALS, SMALL. BE
CITY OF ILA. QLINTA AND LATEST ENT,11 &F I0THE STANDARD SPEa7`-.CA*DCI4SFOR PUBLIC WORKS
-----------
p
sl
CONSTRUCTION NOTES & QUANTITIES
ESTIMATE
,,C,..-A.,,,Sr'ON
C-iLTRANS STANDARD PLANS AND STAADARD HEREAFTER
oumilry U&I
0 REMOVE AND -n-,SF EXISING AC PAVEMENT - -
S,F.
O PAVING (5- MIN AC OVER 6- MIN SASE TO MATCH RE7.9ELD GRADF) .... .. .. .. .. ..
169.400 Sr.
CON ,AC R TO VERITY EIOSTWG BASF. ISADEMAT", 2ATAn NEW BASE F NECESSARY
C
PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AIJD TO LTE RESPONSIBLE FOR
Q FAVIH�G (V Ac OVER 6- EASE). ...1.1 . .. - . ..... - . . - .. .. .. . I . .. .. .. . .1
SF.
OG GTND .AND GVERI AT NEW AC (2n.
.4Z23D S.F.
9' OURS AND GUTTER PER LQ STD MliG NO 702
S.F.
Q MOVE AND qEDGNSl;?Kl CROSS GUTTER .. . . . . .
S.r.
(D INSTkL PCC MANHOLE COLLARAND ADJUST TO MAC[
. . . .. . . E.A.
INSTA:;, PCC WATER VALt- COULAR AND A"$T TO G? -LE..
EA
PAINT 4' WHIT, WINTIMIOUS ULW. .. . . . . . . .. . . .
LF.
A, PAI.4 1 4' 11, DASDLINE PER YLITICI) CA SIMPUPUENTAL FIG 3A.-tO2. 0--TkC 12 .
.1805 LF
PAINT 8' VMTFE CONTINUOUS CHANNELIZING, LHE PER MLITCO CA SUPP. FIG. 3A-112. DETAIL 38-
L'750 LF.
I& PAINT IIHITZ 1EFr ARROW PER WJICD CA %;PP. FIG 33-21, PI. PAL)
-2 EA.
A5 PRIM I I" WMTE CROSSWALK / LIVIIINE
195 LF
A PAINT S' WHITE CON* -*i UMF PER MUTOD CAL SUPPLEMENTAL FIG. DETAIL 39..
..7150 L.F.
llPAINT 6- 011 )AISFED LINE PER MJTCD CA -WPC'W-NTA---. Fr. SA -112. DETAIL 3qk - -..575
L.r.
A PAINT TnLow -,wo WAY LEFT TURN LANE* PER Malco CA SUPPLELIENTAL Fr., 3A -I06, DETAIL
32. 3,755 LF.
2- HAEME VACONAL SIRPE5, SPACED AT 25- O.0
A PAINT '2'
JsD "I".
A PA:4r DOUIRLE YP-4Yy MOAN PER UUT--Z CA SUPPIDIENTAL Fr. IIA -107. DETAIL M...
.525 LF.
0ANt WNiTE -RICKr AMU PER NlUTLD CA -'W?. FIG, 38-2.1. T -E
CA.
PANT W.TE 8WE LANE PA1,13"T llAW.;NrS PER DETAF_ ON SHEET 7
9 CA
lZ"LL -SpT LANE- AHD -'XQ`N- SIGNS PER MI TCO SUFPLE"L"TA- M 22-101. GElAdLS R81 AND RIDA.' I LA,
A PAINT YEL-C4 NO PASV4 ZONE' LNE PER MUTOD CA SUPPLEMENTAL FIG, 3A-104. DETAIL 21...
1215 LF.
'105 INSTALL 'ft. P314,.q 8ki, Lam' SIGN PER WLITCD CA SLIPPLEMIENTAL F.G.
7 LA.
- .06 INSTALL *SPEED UMlr SO.' PER MUTOD CA SUPPLEMENTAL Fa R2-1150,
I Ex
0 rqSrALL 'RIGHT L":: MI 71ft RIGHr SON PER MUrCD CA SIJPpLEMEJTAL TIC.. B3 -7(R} .
-2 CA
A PAINT e EINE LM PER MUTOO CA SUPPILEMENTA.- FIG. U-106. DETAIL
Lr.
INSTALL' ANE EMOS- SI,-! PER ML -M CA DETAL
E.A.
IV -AU. ENDS- SiCtl PER MUTCC CA SUPPLEMENTAL WARM `04-2.--
1 CA
W., ACE MOUNT CLASS I -,WE F DE114EATORS * 5' OC ""FR CLTR.ANS SD PLAN Af3C.
LF.
@ -4STAIJ. *5rE LAW AND 'END' SIGNS PER MUTCO SUPP"MfNTA' FIG' DETAILS RI AHO RID& EL&
1,
PAINT P VEVENT MARXINGS AS SIM PER MUTCD CA SLPP. FI'- 38-20
CA
21 INSL STOP AHEAD' SON PER MUTCO ("A' q"PP'j)A-N-AL 07TAIL W3-1.
ON r OF REVERSE 011R."t
A PAINT VM71 TARE DIV' AR4.DiN PER MUICC CA SUPP. FIC. 30-21, -,lfPE %I
......
- UNDERGROUND UTILITIES ...
ALL UNDEOCROUNO UrUlES Of? STRUCTILTIES PEPOoG 91 THE OWNER OR OINERS
TILL --E AND 'HOSE SHO- ON THE RECORDS EXAWNED ARE 44rACAID W- MSIR AP--nXIUATF
"-2"-25,17 LI2,A111,11 AND CITCIT, DIC OWNIDR, BY IC -00740 TIIESr PLANS OR PROOZEDUG *ETH
Wl--PU-.
t.ENTS sUANr THERE,
To. ACREESTO ASSUME UArALTTY K40TO HOLD
FOR THE LOCATION UNDERSIGNED NAZMLE'.S FOR ANY OA.Att- R-;vLnWG FROM EXISM.Lt OF 66UlWOIj"4D
OF BURIED UTIL MS OR SnUCTUPES NOT REPORTED 70 PIE UNDERSIGNED, NOT NCKATED 09, SHWA
U"La, UNES. 011ISF. RECORD-: FXA-0. 1W.' ILI.WrRACIOR 15 REOuiRED TO TAKE ULE PRECAUTIONARY
DoNT DISRUPT MEASL.rZ Ta PROTC,-, '.IE ILD` J11M OR SI�JCIURES SHO" -M
ANI ANY 01WA U-11EN
OR STRtICTU" S FIDOND Ay TIIE SITE. IT 9W.L WE THE UATRACTCA'S RESPONSIWl"
VITAL SEIM= TO NOTIFY THE Ovims OF TIC U11' 1CS; OR SrPVC--UnS CONCERNED MFORE STARTINC
WORK
`,l % �--x x -n I. NIS ,ISE 1.tRAC, M. FR: TiZ. *xa�
lih&Q�Z&l-sltEi FIT EWNEM NVAIM IIII3E AAS nWt BC iCfifNIoE FTI,. M "4U IOk
-7 KX NJIIC AtL GONITIS n LAT lvlYl YCT OF N M714 ND -0%? AE
NFEE RIS.
I'm
GENERAL NOTES
SIGNING AND STRIPING NOTES
PAVING NOTES
1, ALL. WORK SMALL BE DONE IN A-CCORCANCE WITH LATEST EDITION OF THESTAiNDARD PLANS OF rr;E
1. TR*F.0 STRIPES, R.M, PAVE'MENI MARKERS,AND SIGNS, (EXCEPT
ALL UrJDVZGRLIjND �.ACILTRIIES, INCLUDING SERVICE LATERALS, SMALL. BE
CITY OF ILA. QLINTA AND LATEST ENT,11 &F I0THE STANDARD SPEa7`-.CA*DCI4SFOR PUBLIC WORKS
Px.jEmCNH LEGEN!r-', SHALSHAT:COklPLY"W9M THE LATEST EDI OF 714ER
IN PLACE WITH TRENCHES COMPACTED AqD TESTED PRIOR To BASE
CONSTRUCTION.
,,C,..-A.,,,Sr'ON
C-iLTRANS STANDARD PLANS AND STAADARD HEREAFTER
SPECTION AN:D RAVING. - SMALL SUBMIT TO
GRADE IN I --.E CONIPACr ol�
"Th
2. 11. SMALL BE THE FiEsPoNsMiury OF -,HE cotirpcioR TO APPLY To THE Gm OF IA ouirirA
REFIERRED TO 45 THE STATE STANDARD SPECIFICATIONS AND STATE
STANDARD
THE WRITTEN CADENCE ISSUED BY THE RESPECTIVE UTILITY
PURVEYOR INDICATifir, :THE %laSSUPFAfM PORTION OF THER
LEGEND
PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AIJD TO LTE RESPONSIBLE FOR
UNDERGROUND FACILITNES HAS BEEN KkALEO AND ACCO'TED.
SATISFACTORY -COMPLIANCE FOR ALL CL F.Ri-Nr ENVIRONMENTAL REGUUtRO-S WRING THE LIFE OF
2� PA:vSMEKT LEGEN�S SHALL MATCH CITY -O'A'RED SM4 C!LS. DAll. cffy
4
=FULLREGN "I UC -WN AREA ' - AC
�
Tic T -S
CCAISTRLM N AC-lTVfllES FOR TNS PROJECT. AM)IFONAL SPJ-N-FS AND/ PERmf2 Iw.Y BE
wwNr,:xAf;cE MAJMCER AT 060', 777-- 7-352 TO MAKE ARRANGEMENTS
2. ASPHALT CONCRETE PAVING. EACEPT FOR OVERLAYS.
T
�
-, :, FULL RECONSTRUCTION AREA - 5' OVER S"
RECILARED .
RENTAL Or C T
FOR - sm4u, OR woewvi REGAaowG mom nos.
INSTALLED M TWO (2) OR MORE COURSES WITH MIX 8ESfGNS THAT
2' MIND & 01MAY FlasTiNG
3. THE CONTRACTOR SIALL OBTAIN ALL PERMITS AS REQUIRED By THE. CITY OF IA ouiar- OR arr;ER-1
OF CITY STENCILS.
CONFORM TO SECTION 400 OF THE REBASED �SWD SPECi1r.4110 'IS.
CQACHE`U-A VALLEY VERSION (GREEN DGOi0. A FOLLOWS:
N
----- - 015TINII EDGE OF PAVE1,112111
G%ERNING AGENCIES.
3. RAISEDD PAVEMENT MARKERS Se -ALL CONFORM "D THE PREATSMUS N
CENVRLINE
SECTIONOr I�E STATE SIANDARD SPECIFICADONS. EIMT.- �NT
a -ED PAVEMENT
5ADMESNE
RG
WEARtM COURSE (UPPER 2- PG70- 10
RIGHT OF WAY
4. TXt- CONIRAC rGR SMALL NiFIFY rnv- CITY PUBLIC WORKS oCPAR7m,:.,a 4a mouRs PRIOR To ANY.
MARKERS. FOR FX&MEN I MA.F91EM. SMALL CONFORM 10 THE
DISC COURSE (LOWER COURSES):- 48-83-PG70-10
EXISINI WATER
GRAWM, BRUSHING, OR CLEARING A,143 EACH. PHASE O� COKSIRUCIQN Al. (76,3,1 777-7046.
'CE ST
PFICASIONS IN SS -2.04 OF THE St- --ANDAq-D SPECir-CADONS
E)'.'i]WG SEVEN
5. THE W -CATIONS OF LOSTING UNDIRCROUNID, 6MLITZS ARE SmOWN INAPPROXIMAW 'WAY ONLY.
:NT;TLF.D RAPID SU EPDXY ADAESF.T. FOR P-4ILIENT MARKERS.
THE WEARING COURSE SHALL BE A 01 FEET TI.CK;. THE BASE
DOURSE(S) SMALL CONTAIN THE Sk--MCE OF THE REQUIRED ASPHALT -EC
SEGIN CURIE S
,AN
THE CONTRACTOR SHALL DETERMINE THE EXACTLOCATION Or ALL EX STING UM.17ES BEFORE
COMMr-C:Nr, WORK, HE AGREES TO BE FULLY RESPONSSIE FOR ANY AND ALL DAIlArES WHIC-
4� TPAFM STRIPES AND MARAINGS SHALL BE APPLIED IN TWO COATS, W.TM
REEL---lR3ZED MATERIAL N 30TH COATS. AND SMALL CONFORM TO
CONCRETE
rAl CUR3 AND CUT TTI?
EC END CURVE
MIGHT BE OCCASIONED BY ??,S FAILURE TO DCACDY LOCATE'AND FRESEWE ANY AND ALL UTILITIES-
CTION 64�3 ' ENTITLED PANTED TROTiC STRIPES3 AND P-WE.F. 111
SECTION
3. OMICH REWIRED. FOURTEEN(11) D -n. PRIOR TO
I
FS UNSHET) SURFACE
MARKR--S. AS SPECIFIED IN THE STATE STANDARD SPECtRC,`oOfIs. THERE
gj Mr--NC0ME4T OF PWING OPERA900S. THE Co-WRACTOR SMALL
MH "MANHOLE
D. THE CONTRACTOR SMALL BE RESPONSI&E FOR THE REMOVAL. REPLACEMENT, Or RPUoCtpON Or
SHALL - A .1NIMU. OF 7 DAYS BETWEEN THE tPPLZATION OF THE
SUBMIT FDR CrrY A,-PR4,A!- A COMPLETE PROPOSED MIX DESIGN
PCC CHTIAN11) WO-ch"I CONCRETE
ALL REGULATORY, WARH-Nr AND GUIDE SIGN'S.
Fl, _TS
SECOND Co.
,ST ZD.S_
WENDHYZNG THE. MIX CHkRAC7ERST-CS SUCH AS AGGREGATE
ON r OF REVERSE 011R."t
M. THE CITY ENGINCE-- SIAL APPROVE 'HE DESIGN AND INSTALLATION OF ALL STREET NAME SIGNS.
5. ALL. TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED PAYMENT
'ru
- - - -.r -4R VOIDS, AND
RAGA.ioNs, vc)O, !N m.. PAL AGGREGATE SMA),
GR GRADE BREAK
EDGE OF PAVEMENT
- -M. S-pPHG. LEGENDS, ANC, PAVCWCMr -RE ND
TRAFFIC CONIM01. EDDINS, TRAFFIC Rs T A: LOCATON
MI ' FLC7 OR CONFUS
ARKERS T -IAT CC-, E AS A RESULT OF THE
S -VALUE FOR VARIOUS OIL CONTENTS FOR EACH. MIX.
& THE CONTRACTORSHALL NOT DISTURB EXISTING !NURVEY MONUMENT`.,' OR BENCH MARKS NO -.ED ON
N 4c-
NEWLY IUSTALLME WORK SHOWN ON THIS PLAN SMALL BE ROAD By
SR!14MN�;. SAkDaLAS'NG MAY BE UTILIZED li PRIOR AUTHOR:ZATION By
4. A TACK COAT SHALL BE APPLIED TO EYSTING PAVEEItIENIT. P.C.C.
THE PLANS. OR FOUND DURING CONSTRUCTION, REMOVAL AND REP�ACIDICHT SWILL BE DONE BY A
ENGINEER.
IF
SURFACESCAND THE A.C. BASE COURSE. I- TRAF7,-, HAS DRAY ON fr.
REG:STERED C.ML ENGINEER W.'TH AN P.C.E: NUMBER BELOW 31.966. OR A LICENSED LA14D
SURVEYOR ONLY.
6. DEEIRtS FROM REMOVAL. GPER,70N SHALL BE CW HM. WlTir(l
THE TACK COAT SHALL BE SLOW SETTING EmULSIRED ASPHALT
THEE ACKCO' CONFORMING TO SECTION 203-3 OF THE STANDARD
�THE
WORK AREA AND INF. CONTRAiCM.q SMALL TWE ALL PRECKUTION15
THE LIQUID ASPHALT SMALL RE GRADE 60-70 AND
S. CONStRUM MW OPERATIONS AND 4NNI.T.MANCE OF EQMPUENT)NITHIN ONE rMu NILE OF HUMAN
OCCUPANCY SHALL BE PERFORMED 01,11Y DURI?JG THE TIME PERIODS AS F )LLOWS:
TO P.!00 PERSONS AND PROPERTY ADJACENT' TO THE
APPLIED AT THE RATE OF -:),I QAIL-'GNS/YARD.
BASIS OF BEARING
GRIKE�NC OR S-NDEILN-100 OPERNUCKS DEWS RESULTING FROM
r4Z GRI ONG OR SANDBLASTING S, "Mcom
'ELY RE
N "LL BE W.-YEGAT
NEW MPP.GVF.MF.UTS THA7 JOIN EXISTING IMPROVEMENTS St". JOR4 OR
OCTOBER -FRDAY 7:00 AM- TO 5t30 PM
OL 'ST 10 APRIL 3c. H; MONDAY
DISPOSED OF BY HE CONTRACI?W. MER -1- AITH:N THE ROADWAY rl�
MATCH IN A MANNER SATISFACTO-W TO THE CITY EN12NE".
CONSTRix-lows OPERATIONS REOU0E-D TO AGMFES A SAFE. DURABLE,
THE CENTERIUNE CF A'4NW 514 BOND ALONG Ti No'_.
UNE
MY IST To SEPTEMBER 30TH: 6.00 AM To 7.00 PA
NO,a,y-FR,D,kY
BE REMOVED BY MECHANICAL SWEEPV-41, OR. HIGH-POWER VACUUM.
AESTHETICALLY P�EASNC TRANSITION BETWEEN THE NEW ANO EASr.NG
OF TIC 4 Sl 0UA-PffR OF SECTIT
- ON 21, T. 6 S., R. 7 E,
'.PACT
7, SCNRPE-1 PAVEMENT SURFACE RESULTNO FROM REMOVAL OPEIRAPONS
;VPROVEMENtS MAY INCLUDE SAW LUSIKO. REM -AL, REPLACEMENT.
S.S.M.. AS SHOW ON MAP N4. 31249. Wil 411/23-27,
DE NG NW -1'34"
WORK SMALL BE PRCHIB17ED ANY TIME ON SUNCIA(S OR ON FEDERAL HOLIDAYS.
SMALL BE SEALED WITH ASPHALT PAINT CONIF'ORMING TO SECTION 203-8
CAPPM. AND/OR COLLA PLANING. AS NEEDED.
T4 SBE PEPMiTrED ON ANY CETT
NO REDUCTION OF THE TRAYTLEO WAY WOWILl STREET BETWEEN.
Cw-.IEN
OF ItiESTMOAR30 SFEC-17ATIONS. SCARRED AREAS RESULTING FRGU
ULLY COVERED lil AN
WORK OF GRAPHIC LEGEND REMOVA, SHALL BE F'Al
6. ALL WtNMOUES AND VAL'.'E BOX FRAIM:S SMALL' BE AMUSTED 10 FENFINAL.TxIE
ROURS OF 4:00 AM. AND 3:00, P.M- 04 WEEKENtS OR 34CLIMYS. ,,, WORK
ASPHALrrC PAINTED SCE OR RECTANGULAR SHAPE Tr A? COMPLETELY
GRADES AFTER PAVEMENT IRSIrALLATMIN IS COMPLETED.
NOT 8E140 GONE UNLESS PRIOR AUTHORIZATION TO DO SO IS GPANTED BY D4 -r -vr- ENGINEER.
GSUTERATES THE OLD LEGEND FORM.
HO LANE CLOSURES %MLL BE PERMITTED OR ALLOwi-D ON ANY CITY STREET BEFORE 9:00 AkC AND
B. ALL SIGNS SMALL CONFORM To SECTION 56-2, ENTITLED -,'O.'OSDV-
AFTER 3-.00 P.M. UNLESS AUTIMRIZAI)ON TO DO Sl) IS rRANrEO fff fsk CITY F--ZiNETR.
SIGNS,' AS SPECIFIED IN THE STATE STANDARD SPECIWICATiONS. S:G4S
10, ALL TRAW.1.20 WAYS MUST BE CLEAMM DAILY OF ALL DiRT, MUD, AND DEBRIS DEPOSITED ON THE,
SMALL BE REFLECTORIZED SHEET ALUMINUM. USING HIGH INTENSTY GRADE
.AS A RESJLT C7 THE GRADING OPERAIIiO" CLEANANG IS TO BE DONE To THE SATISFAC-ION OF WE
SHEETING WITH 34 01160 PROTECTIVE OVERLAY FILM OR APPROVED
EQiJAI ALL SIGNS SHALL BE LtOUNTED ATTH TNE7;/VANDAL-riM7
CITY ENGINEER,
FASTENERS. CONTRACTOR SHALL RWDWAY SIGNS AND P=5 PER
I!. ALL CONSTPUCIPON AREAS S-lw-L BE PROPERLY POSTED AND LV.i!Lr IN CONFORMAtME %i. -HE
"INSTALL
'�HE SIGN AND POST ScilEDULE, nN THESE PLANS U14LESS ONEMOSE
SECTION
STATE "-,UAL OF WARNING SIGNS, LiGinTs. AND DEVICES TOR USE 94 ME PER.' rGRMANCE: Of WORK
Ojr
A/* UNE
R/.
UPON HIGHWAYS IN ORDER TO ELIMINATE ANY i,12ARDS.
I). PER GOVERNMENT CODE SECTFON 4216, S THE WORK 15 #4 AN AREA
58*
12. CONSTRUCTION PROJECTS 01511UPSING MORE THAN --ACRE MV--- OBTAIN A NATIONAL POL-a-ITANT
WHICH IS KNOWN, OR REASONABLYSHOULD BE 'C'Mkift TO CONTAIN
12' 6- 12' 12' 12'
14! S.
DISCHARGE ELIMIN.T.O." S -MM (NPOES) PERMIT. OWNERS/DiFNFLOPERS, ARE REQUMED TO r -LE: A
URFACCE INSP.LIX..MNS, CONTRACTOR SMALL CONTACT UINDEREIROU No
'NOUIRY
IF
PRINTED
tIOTME OF WFENT (NOI) WITH THE -,-VAr-ER fTESSOURCES CONTROL BOARD (Siif-�W). PREPAR -
CZ ALERT (U.SA) AT ;-6DO-422-4133 AND OBTAIN AN
'#*LRKWG
'AN e3 w3�
WATER POLLUTION PPEtENTION PLAN Slh-P' AND MfDtlffor-y�' PLAN FOR TIE S�TE. ffl� HZR�l
D, DAYS (AS HOURS) FMR
T -1411F)CAMON KLIMBER AT LEAST TWO
ANY WORK THAT PENETRATES THE EXISTING SURFAC,
2
15 A NATIONAL PROGRAM -0 CONTROL. NON-6b:NT SOU -E PCLLUrAfTS CARR'ED BY STORY 'R
R' AArL .
,HE PROGRAM IS IMPLEWIrMTED AND ENFORCED BY THE SAFFICS.
.0 COLI.E..D.411
-0. STRPNG LAYOUT SHALL BE APPROVED BY CITY ENONEXPING GEJP-',RTllENT
PRIOR to AP56EA�Du OF PERAi PAN?. cc..-..Acr -mr- ciry
I
F -MIM. a50' HEADER CUT
ENGINEER NG DEPARTM M- 48 HDvURS PRIOR TO LAY -',*T.
PE 2' LIN.
,M
SI, STEEL SIGN POSTS INSTAL -ED IN CONCRETE AREAS SHALL EE NSTALLEO IN
F -IT
STEEL SIELVES iO FAC.Li:ATE REPLACEMENT, WOOD POSTS. iF` APPRO110
-ENGANER,
CITr SHALL HAVE 12' X 12' CONCRETE FILLED SLOCROLiTS
A.XXJI.ln PIE POST.
A70TH VARIES
CONSTRUCT 5' AC
7
SHEET INDEX:
(E)CONSTR'UC, S" MIN AC OVERJ
ir-t 9i
S' MIN BASE TO MATCH
REVISED CIL GRADES
RENABILTADON PLAN AVE Ell STA 1 2400 ... .. ...
2 EXIST CURB GUTTER
PEH A J;CO
ABPJ,.�-ION KAN ME Sa STA +00 23f LA
3 (PROTECT IN PLACE)
RNABRj-ATON PLAN AVE SI! STA 23+ 34.00
REHADIUTADON PLAN AVE 58 STA 24+00 - 41+X3.. .......
AVENUE 58
REHArJTX-JlON PLAN AVE 58 STA 41000 - 52+B2.5
5 SECTION
j-
S(RIFINO -�N AIA'_ 68 SLA 14-00 - 234 NTA
Plan
S,TYP!CAL
7 A 1+00 TO 40162
0806
TYPICAL HEADER CUT DETAIL
STRPNO PLAN AIS 58 �T�. V+00 - 4--4w.j.
a
NOT TO SCALE
1
I -
NOT SCALE To
--=-:= ----= J
.A.AiVift I.T.C. .:fsM.-CDU` all,G.
SEAL SEAL
412 r
C, V
CITY
>IiliMEOSY:
69056 EXP.,DAre- 06/3c/05
IN THE aN OF LA Cli STATE OF CALIFORNIA I SHEET No.
PA�ml)- CA Ml AVENUE 58
To. TTGDt NI -SW
Abrig",im" SwYkol
PAVEMENT REHABLffA-noN n-Aw
r AIDR
OF
OF AVENUE 6e
CRY OF LA OUWA - PROX-OT 21007-186 SM
!4
to r -
go,
vi
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 14000
The following shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quirita'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 operaticns 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 ( **.WA ** ) inches of ( ** N/A ** ) aggregate sub -base course having an
"R" value of not less than ( ** N/A **) and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch (%") to one foot (1').
❑ R6 GRADE CHECKING: City of La Quinta shall check graces upon receipt of plan and profile and/or grades as established by
a licensed engineer.
❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (** N/A **) feet shall
be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be two and a half inches (2 '/2") of A.C. paving on (** N/A **) of class (** N/A ** )
aggregate base.
® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
City of La Quinta
® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
❑ R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in.
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
❑ R15 BACKFILL MATERIAL: Backfill shall be. free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2") of SC -800 shall be placed on a prepared sub -grade. The SC -800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the placement of the temporary pavement exceed a five (5) day limit.
® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
three inches (3") 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
13y -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. 14000
Verizon WO#0543-7POF8QG / Bore and Trench 2,800 LF of 4 -inch PVC conduit /
North Side of Ave 58 and Southwest Corner of Ave 58 and Madison St
In addition to the standard permit conditions, the following shall apply:
1. Pursuant to Section 14.16.3 20 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. 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.
3. The City. of La Quinta also reserves the right to require modifications of the work be made at
permittee's sole cost for further modifications as it relates to any sight distance concerns and/or
improvement plan requirements as required by the City Engineer.
4. "The permittee shall not construct animprovement that reduces vehicular sight distances. If such
improvement is found to reduce the vehicular sight distance, then the permittee shall relocate the
improvement prior to sign off of their encroachment permit."
5. The permittee shall not install improvements with the intention of providing video transmission services
unless the permittee obtains a valid Franchise Agreement.
6. The permittee shall remove any underground utility markings that are no longer being used for this
project. The permittee shall remove markings on paved areas using high pressure wash or a method
equivalent and at the discretion of the City Engineer.
7. . Any asphaltic or concrete repairs shall closely match the existing paved areas in color at the discretion
of the City Engineer. A finish product with a checkerboard appearance will not be accepted.
8. The permittee shall maintain the existirig pedestrian path of travel and must maintain ADA compliant
pathways leading to areas for use of public transportation systems.
9. No stockpiling of any materials will be allowed within the City R/W without an approved permit
explicitly stating the use for stockpiling and/or storage.
10. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
11. Verizon (Larry Moore), hereinafter referred' to as "Permittee", shall be responsible for providing
continuous dust and erosion control.
12. Streets shall be kept clean.. They shall be completely cleaned at the end of each working day and more
frequently, if required.
Special Conditions Page 1 of 6
PERMIT NO. 14000
Verizon WO#0543-7POF8QG / Bore and Trench 2,800 LF of 4 -inch PVC conduit /
North Side of Ave 58 and Southwest Corner of Ave 58 and Madison St
13. 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.
14. The permittee is required to provide a changeable message board informing the commuters using the
affected Major and Primary Arterial roads of major construction and possible traffic delays, time of
construction, and if possible alternate routes. The message board shall be provided for the commuters
48 hours prior to the start of traffic delays.
15. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the
work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of
equipment within one-half mile of human occupancy shall be performed only during the following time
periods:
October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (ie any 4 lane street) before 8:00 a.m.
16. 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 Technician at (760) 250-0571 if signal operation at the intersection
is to be altered in any way.
17. 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.
18. 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
19. 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.
Special Conditions Page 2 of 6
PERMIT NO. 14000
Verizon WO#0543-7POF8QG /.Bore and Trench 2,800 LF of 4 -inch PVC conduit /
North Side of Ave 58 and Southwest Corner of Ave 58 and Madison St
20. 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.
21. 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.
22. 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.
23. 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, 5`l' Edition" or latest, in the installation of all
appurtenances abutting and within the .public street right-of-way.
24. 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 Civil Engineer at 777-7047 to determine the city inspector's phone number. The inspector
shall determine the number and location of the test location/s. The above testing does not relieve the
permittee's responsibility for future repairs due to settlement at and near the locations of the work area.
Materials testing must be performed under direct supervision of a California Registered Civil Engineer.
25.' 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 3 of 6
PERMIT NO. 14000
Verizon WO#0543-7POF8QG / Bore and Trench 2,800 LF of 4 -inch PVC conduit /
North Side of Ave 58 and Southwest Corner of Ave 58 and Madison St
26. 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
27. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts
provided in the Engineering Bulletin for Indemnification & Insurance Requirements. This insurance
shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of
the permitted work and updated. Certificate of Liability Insurance shall be submitted to the City. Each
policy shall name the City as an additional insured.
28. The permittee shall not encroach upon private property without prior written approval (submit to the
Public Works Department, attention to the Assistant Civil Engineer) of the private land owner whom is
being encroached upon.
29. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee
shall. inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site.
30. 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.
31. The permittee is required to provide an informative message board (approved by the City Engineer)
informing the commuters using the affected Primary Arterial roads or heavier traffic of possible traffic
delays, time of construction, and if possible alternate routes. The message board shall be provided for
the commuters 48 hours prior to the start of traffic delays.
32. 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.
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.
Special Conditions Page 4 of 6.
PERMIT NO. 14000
Verizon WO#0543-7POF8QG / Bore and Trench 2,800 LF of 4 -inch PVC conduit /
North Side of Ave 58 and Southwest Corner of Ave 58 and Madison St
33. 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.
34. All landscaping, irrigation, decorative rock, decorative concrete, lighting, sidewalk, etc., shall be
replaced to its original condition.
35. Access and egress to all local properties shall be maintained at all times.
36. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the completion
of the work. Permanent pavement replacement shall conform to the following conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than
existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed
miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard
Specifications for Public Works Construction. The replaced pavement and base material shall be
compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench.
Verify exact structural replacement section thicknesses with the City prior to installation.
C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium
asphalt concrete as the base course lift and a City approved %" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2 -AR -4000
asphalt concrete mix. The width of the cold milling area shall be as follows:
For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut
removal lines.
For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to the lane line striping, whichever is greater.
For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
Special Conditions Pag e 5 of 6
PERMIT NO. 14000
Verizon WO#0543-7POF8QG / Bore and Trench 2,800 LF of 4 -inch PVC conduit./
North Side of Ave 58 and. Southwest Corner of Ave 58 and Madison St
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of %" max medium asphalt concrete shall be installed from saw -cut edge to
saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left
0.10' low in anticipation of grinding and capping.
F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be
replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer.
Affected traffic signal loops shall be removed and replaced in kind. The finished pavement
surface shall be smooth, consistent, and shall conform to the surrounding grades.
37. 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.
38. 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.
39. The City of La Quinta reserves the right to revoke, suspend or void this permit at anytime.
40. 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.
41. 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 Pag e.6 of 6
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W.O.# 0543-7POF8QG I DATE: 3/24/14
TITLE: TRAFFIC CONTROL PLAN
LOCATION: MADISON ST. & 58th AVE.
CITY/STATE: LA QUINTA, CA
VZ ENGINEER: LARRY MOORE 760-778-360'3
VZINSPECTOR: PAUL BLAYLOCK 760-574-0908
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-MAINTAIN VISIBILITY AT ALL EXITS, HOUSING
TRACKS AND ENTRANCES.
-ALL SIGNS ARE TO BE SECURED WITH
WEIGHTS/SAND BAGS TO KEEP SIGNS FROM
FALLING OVER DUE TO HIGH WINDS.
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S
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D HLWD
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ff500' SIGN SPACING
SIGN
500' SIGN SPACING
Flashing Arrow Sign (FAS)
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LEGEND
OTraffic
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f
Temporary Sign
e0
Direction of.T:ravef
®
Flashing Arrow Sign (FAS)
0o
FAS Support or Trailer
moo
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Portable Flashing Beacon
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Work Vehicle
OSignalized
Intersection
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<>
HLWD High Level Warning Device
t . V1000
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W,O.# 0543-7POF8QG I DATE: 3/24/14
TITLE: TRAFFIC CONTROL PLAN
,LOCATION: MADISON ST. & 58th AVE.
CITY/STATE: LA QUINTA, CA
VZ ENGINEER; LARRY MOORE 760-778-3603
VZINSPECTOR: PAUL BLAYLOCK 760-574-0908
DRAWN BY:
MTCS
T.G. PAGE: SHEET#:
Mountain Top I 7 nc 0
i N6i,=: NO N IGMT WORK/AFTeRNOON WORK.
NOTICE WILL BE GIVEN 48 HOURS BEFORE
START OF WORK:
DATE 8 TIME: 4.7-14 TO 4-30.14
START TIME: 8:15 AM TO 5 PM
I.I. M
tl
Ur O
Z N
2W
U Ui
to
III
III
U.
VJ
Z
(IF REQUIRED)
48 HRS PRIOR TO COMMENCING WORK
600' MERGING TAPER
58th AVE. (50 MPH)
NOTE: SUBJECT TO FIELD MODIFICATION
AS DIRECTED BY CITY.
500'.
C20(CA) f W20-1
EXISTING BIKE LANE II HLWD W11 -i $ 'HLWD
SIGN W164 SIGN
A a o o ® CURB
O O ® O O O m O O O O ® D fV ♦ BL
N 4-
I
{ C30(CA) 11 PAINTED CENTER!MEDIAN/TURN LANE
EXISTING BIKE LANE
OTraffic
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0,6s o r✓ :
Temporary Sign
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1.1 I 1
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i5
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1
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F =-1
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1
/SIGNL
LEGEND
OTraffic
Cone
Temporary Sign
440=
Direction of Travel,
®
Flashing Arrow Sign) (FAS)
676b
FAS Support or Trailer
Portable Flashing Beacon
Flagger
Work Area
Work Vehicle
®
Signalized Intersection
F =-1
Type III Barricade with sign
HLWD High Level Warning Device
LANE.
CLOSED
C30(CA)
HLWD
U mU
liiiilm\!
12'I 13'
I G20-2
"G" MATCHLINE "G"
SEE ABOVE RIGHT
ONES
C20(CA)
INTERCHANGEABLE
WITH W20-5
HLWD
NOTE: SEE CONDUIT PLAN FOR SPECIFICS
-MAINTAIN VISIBILITY AT ALL EXITS, HOUSING
TRACKS AND ENTRANCES.
-ALL SIGNS ARE TO BE SECURED WITH
WEIGHTS/SAND BAGS TO KEEP SIGNS FROM
FALLING OVER DUE TO HIGH WINDS.
TO MONROE ST.
I
Z
0
0
1
LU
(V
♦ BL
G20-2 CURB
W11.1<\
Ob
X
m
0
Z SHARE
W W1f3.1 t8 Ro
W W71-1 ASSEMBLY
ROAD
WORK
AHEAD
W20-1
HLWD
END
ROAD WORK
G20-2
of
L0
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Z
Of,
(,
0
C�
G
SCALE: NTS
C,
CF
W
Cr
LL
"G' MATCHLINE "G
SEE BELOW LEFT
"E" MATCHLINE "E"
SEE SHEET 2 OF 3
W'Cjrn ty'lif
C. 29570 x
03
ver1Z.0n
W.O.# 0543-7POF8QG I DATE: 3/24/14
TITLE: TRAFFIC CONTROL PLAN
LOCATION: MADISON ST. & 58th AVE.
VZINSPECTOR: PAUL BLAYLOCK 760-574-0908
DRAWN BY:
MTCS
T.G. PAGE: SHEET#:
Mounlrin (op 1 Q nc 13
.�3�
I i
C. 29570 x
03
ver1Z.0n
W.O.# 0543-7POF8QG I DATE: 3/24/14
TITLE: TRAFFIC CONTROL PLAN
LOCATION: MADISON ST. & 58th AVE.
VZINSPECTOR: PAUL BLAYLOCK 760-574-0908
DRAWN BY:
MTCS
T.G. PAGE: SHEET#:
Mounlrin (op 1 Q nc 13