2300• 1
NOTE:
-w� With. proper `tqlidation s
._`this form constitutes an CITY OF LA QUINTA
encroachment permit *,
+� APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit— Class III
DATE: 1-31-95 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION North side of Calle Tampico, west of Washington St.
Tract 28019 The "Seasons" Williams Development
(Street address or Description of Location)
Provide domestic,water (
PURPOSE OF CONSTRUCTION � Sketch attach construction plans if appropriate)
to Tract 28019
DESCRIPTION OF CONSTRUCTION CVWD to install 1-12" stub
out aDyrox. 610' east of Desert Club Dr. & 16' north
of Calle Tampico centerline
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED 6' x 10'
APPROXIMATE TIME WHEN WORK WILL BEGIN January '95
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ 21.500 t;
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
See attached conditions
Per CVWD drawing No's 21100-21101
CVWD to own and operate and maintain
all water lines shown on attached drawing
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.
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.
Signature of Applicant or Agent
Coachella Vallev Water District P.O. Boa 1058 Coachella, CA 92236 398-2651
Name of Applicant (please print) Business Address Telephone No.
Name of Contractor and Job Foreman Business Address Telephone No.
4
Contractor's License No.
City Business License No.
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class 111
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $
Permit Fee —0—
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $ —0—
Receipt No.
Received by Date
Recorded by
2300
PERMIT VALIDATION
PERMIT NO. _
DATE APPROVED
2300
1-31-95
EXPIRATION DATE 3-15-95
DATE IS UE 1-31-95
By
Administrative Authority
TELEPHONE: (619) 564-2246
.j,
,a
�r -
NOTE:
With proper validation
this form constitutes an
encroachment permit CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
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
31
DATE: January 1995 Subdivision Improvement Permit - Class I I I
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION North side of Calle Tampico, west of Washington Streetin the City
of La Quinta. Tract 28019 "Seasons". Williams Development
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION To Provide domestic water servic%ketch (attach construction plans if appropriate) ��^
to Trac 801 s Season-r� no vio % Neil
DESCRIPTION OF CONSTRUCTION CVWD to install 1-12" stub As shown on - attached district drawing
Out connection approx.610 'Feet east of Desert Club no's• 21100-21101.
-Drive, 16 feet north -of Calle Tampico centerline
DIMENSION OF INSTALLATION OR REMOVAL 6 X 10 Coachella Valley Water District to own
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN dapuaz,;_la95
APPROXIMATE TIME OF COMPLETION 1aj4,a&r_y �
ESTIMATED CONSTRUCTION COST $ 21,gog.
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements) _
In consideration of the granting of this permit, the applicant hereby agrees to:
operate and maintain all water lines
as—sown on attached.
Armed=five—sus`=c�-r-a-win gs_M0` 01--1L101
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 124) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work.
Robert Ford \;z_
Signature of Applicant or Agent
Coachella Valley Water District P.O. Box 1058 Coachella, California 92236 (619)398-2651 X532
Name of Applicant (please print) Business Address Telephone No.
Same as above
4dme or Lontractor ano Job I-oreman Business Address
Contractor's License No.
Telephone No.
City Business License No.
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit- Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit - Class IV: See attached schedule
Inspection Fee $
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $
gleceipt No.
s.
Received by Date
Recorded by
PERMIT VALIDATION
PERMIT NO.
DATE APPROVED
EXPIRATION DATE ff - /57-y5-
DATE
syS
DATE ISSUED /-3i-q�5
By
TELEPHONE: (619) 564-2246
1 '306
Administrative Authority
• 'he fOIIO—na Bene►al and soecal rarovfouons are ertaQao to Ono mace a bar, of Perrrm No. 2—
GENERAL PROVISIONS
7119 (011owino snail always acciv'
"cNCROACHMENT ON PRIVATE PROPERTY 'hla oermrt au[nonzes worx to
ONLY. Whenever construction extends within orlvate oroconv. it snail be the esconsouirv, o wnnm Ci, of La fo
secure Dermossion from 'attuningsaonsiouiev, or me perm Qi"^ta right of we.
OrOdern owners. Such au[nOritatlon must De SecWea Ov me mea i0t nes contractors[ ti
TAACKLAYING CONSTRUCTION EQUIPMENT: C:astootraettavena oermlrtee Drool, to
dOved surface unless rmaawnn smoatn-teceo street tied& All mechanical �tTtdn edutbfttem Snell not 0e Germ starting woR.
:no anyone curing excavations. Rubber -urea aaulcmem only Snell be used qn ars snail be fitte0 Wlrn rUObe. atr dtD aberste on am
Pavement is scarred. Spalletl. al, DIORen during the termer this Oacxttll ODerettOna in �ioncestooratec
that Lneae oORtOns at fOOO be resurfaced Dragoncover mete More contl,aR. or 11 the OOVOntem q marred. n Davao areas. It the existlnl
surfacing plus abOfObftele feel Boat at tcotJfled above. wid[n. Refur,adhg anal) toMrat at one City at Quina Ohell ►educe
coat of two Inman 12"1 of A.0
PROTECTION OF TAAFFIC: All excavations ano wait areas snail tie property it
Engineer or to Qulnta City Public Worcs lnsoncors. Suitable contours and rov figntoo and emsovs�be mosso a
Of the protea. rho City snail be notated 24 Hrs. in aaysnes of a tic 'is06no 0"'60neeoasstyavthe Cin
ny traffic detours or dellneetiora. ^aI^a1eMdfor tnedWetlor
CARE OF DRAINAGE STRUCTURES. Anv drainaoe structure including
contrera structures encountered during excavation wnocn necaaaitsro ,COf corrugated metol Dope. concrete
noosaary fo remove al, cut aststlrtq antnege structuroa.' i "lovas snail be retiad. coca- stoat culvert anc
n the
Drainage structures and o C e ri L, all ntstam shoal be nmiffes at ro to commencenigh, C, 113 war t
Oen Oe7ina snail be treat tree of aeons at all times for proper drainage,
RIGHT OF WAY C tit of tills worn
way. All Davao surface snail be Creamed aaan at surcius material een o airier Ob sulting tram at Ila arta backfill o
teettanabee me torts is immediateria snail be removed from the right ao
Prior
Cuvier tine ter mamege mrcnes snail be reoeaeed to their original Stan evanerriacatolJe
prfm to caving. Water tanxer shall be used. as r standard °r Carter. Alla n'3 comoacnan
tltlrllediately after 0acxtill. required. to spnnwe the job site to Poon dnlilm Dust
n inatensl snail be r,mavvc
conditions and snail be used
OE•WA7ER OPERATIONS: If ds-watsnnq operations are required end pumps are torconq v,rater on Ci
fns resbonsidwty or the permlftes teonrrataon ro control tnia weer aro to
N of V Quints roetls. It shall be
CLOSING STREETS: No street snarl be eosoa. A minimum wahoe atf-meet Carroadso wmen nocetserv.
aoceas for ins aatoining pro of One lane Dt traffic Small be maintained at ail timet t0
Derry Owners cont aro emerficneYwheetea. In arta event n is taltbythe Dermnteetnat ne muco
any length of time. OeRnIRle mall contact Lftq office IO or'dvtde Ilmnea
Oatsln Ins necessary permission.
Cdeeestfeetta
SPECIAL PROVISIONS
The foJ)weng shall apply ONLY when Indicated:
111 NOTIFICATION: Permmse anal) ndtlly the City a 7-77-7075
R2 CASH OEPOSITS OR BONGS: A cash bond Ci an sD su fat Joest 48 hours In savants of starting construction.
shall be turnisnotl in ins name of City of U N bond in an amount of not len than 1
rasps dna survey monuments. This Oona snail t continuous o it until involve din the reworsbon of ins va
Posted orior 1d eommencenlsm of any work an thea by Inv Ci rtoue V Quints
ptplaR . City Enigmssr. This beta must be
® UTILITY CLEARANCE: (Substructures, Prior to mating arty exeavauon within the City of V
IN, oermrt. Ins Dominion snail contact all concern oof
etl jsnvy coni Quints night al
Oamsge to existing sudxtructures resulting tram o fauces relative to the l0eapon of owning su�porucTrilsc
Of the cormmee. g operations CanauQb under tnm oermrt snail be ftte WN ntettirel.
Ras UTILITY r�rlbiury
J CLEARANCE: !Surface structures) No wad snail be
Orao°se° worx dons under tnoa site. Tho permmee snail notify oil concerned •
Oertmft unit all utilities are cop► of one
e0 utility companies at the proposes wort,
R5 PAVEMENT WIDENING: Area Deiween Ins pranoesd m
Surfaced with _� inches of A.C.pavan nerste gutter tins end the existing road sr•
having an -R1 valued, not less roan g phew on--_.inc",! of class g 0 rnem •hall be
and Saaenocarlons, and in contermancewrtn Cirvot La Quante Road aggregate tifbbeae course
Ordinance x481, mprovementStanderas
PARKWAY GRADING: Area between the property tine end to
1/4 inch to one toot (1 �. - DOf the Ofapoaed concrete euf0 shall be igraaed tpeslope of
R7 &S GRRADEconstruction. STAKES: Cary ti of la Quinspall establish Crocco ano sexes for the propoaea concretete
euro enc putter
GRADE CHECKING: City at La Quints Snell thee* graces udon rece
S licensed engengineer.tDr of otan and oraftle and/or graces esoetablished try
R9 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (
removed. Curb ana/or curt' and gutter snail be saw cut prior to removal.
concrete driveway atfproaen small be eonstrucind In. conforms 'C with Oepre�so curb. matching concrete fMtlongutterr a11 nd
City of La Quints Standard 11207. n°
RIO DRIVEWAYS. A.C.. Driveways snail be constructed as not to alter existing drainage attern. Surfacing
provenv line and the existing road caving snail be 2-1/2 inches of A.C. oavm g p
g pacad on 1 "1 of ala
aggregate Case. Orivewev construction snail conform to artacnea arawino. between the
R 11 CULVERTS. ,; -
ncn Diameter t 'Culvert snail oe installed
inches below and in line wain the existing tiow I very in to lation nail conformihe to the attacneaaacrowmatery
arawmg, I Z
R12 IGHT CLEARANCE. Sight clearance at 600 feet in either dereaion snail be assured and maintaineo.
R13 SOIL STERILIZER: The area to Ce surfaced shall be treetetl witn soft sterilizer. Rate or application snail comply with the
manufacturer's specifications.
R1a COORDINATE WORK: The propos" warn shaft be subordinated to any operation which the State of California
or
Cary of La Quints may conduct In this area curing
City of La Quints forces to preclude delay or interference w i nat t Sthis ate
City at. tLaaQuintas a Donal:
lasp tlU^rh the State or
R15 SURVEY MONUMENTS; Prior to excavation or e
b
cemarline of all streets or Cropemy tinea ulnen , egutneng Of canatruRlOn, all survey maflumente Wnitxt xact an the
be reaaeao pt' a „t oetseo dont a ^Mind anal) be cc.. 111111141tied out so thev may oe reawty ann n...w�...
nglneM Or sul,yevp►et Mw �..
=16 :RVFV itIONUMENTS. P—or to excavation or deaInn,ne of ccnstruction. ilii survey monumenn smelt be,,, :l to Uuinta and suitable payment Of Guarantee or Oavment Small ti made as ev mouraemem t
too oIn
A17 'AVEMENT CUTTING. Pavement will be mocnanttalltr tett to a atralgnt on
or all wora'rwp<veo
cuttino snail be eodrove i tnrouon the Phil a of the City Engineer. lunger nap circumstances exca" aoneM
Pe keep to excavate onor to cutting or oce Of Inn afhed of Oawmen•
Excavation material small be otacea in avamng equipment
tacpitate me aenerat now or traffic. P-ter to nnat bav,n such a
9 aoerations. env aamaoe to pavement a°sltlon as to Pest
:orrecteP. Siral
R18 AVEMENT CUTTING. Pavement snail be saw cut prior to removal. Prior to renal pawn gnt edge snail be
Pavement straight edge snan be corrected. q operation
s. R19 UMITOF EXCAVATIONS: Excavations snail be timitea to 1.000lineal feet at Coen trench peters oacktiltdanv damage tc
begin. all excavations snail be brooerry bamcaaed with Monts overni nt• on
the travelingq We°'tends and nol,aays rortn era^ons mus;
excavation snail remain acencro a Person exceeotnga vee t" days No excavation to snail be mage unlineine sullacilltv of excavation ess , e Protection o;
material is actually on the work site. g ^ °ern case. NC
uctior
R2 BACKFILL MATERIAL Bacittlllsnail betree orcrush. roots orOther organic suastancepair menia ss the tar purposes
Of Producing an adequately consatinated paCJallt. Any matenal which ins City of La Quetta seems unsuitable
saturated matertatl wn,rn is encountered nunss use for purposes
• replaced q excavation snaLL not be used for baektlll. but snarl be alscongyar
wen eowoveq lana or gravel. _
R21 BACKFILL SANO: Bactine snail bee DOlenianteq or
three feet 13'1 and vibrated using viorotp � ar eau a enana or equivalent and shall be placed in lifts of
ase • relative compaction of 95 percent small a entente wimmhntie `IernaternethOdsmaybesUp flat greater Man
strolled. put in any
2 BACKFILL PLACEMENT: Bactdlll snail be auction ,n layers of not more snan 50 percent Of Ins otal nn at trie ay.
bafma rtoaaing or a maximum of tive•idd1451 lifts wners trenches a►egf excessive depths. Cares to 0o o:
becktill material to not SUDlecteq IO extrema swell by floodingions. tfth of the trench
resulting compaction snail be not less man 90 percent or eaul splen to the surrouElackfnamili a grow snailbepv C met ins
comoetalon. Where vonainq or flooding, r:ad so tnm the
s used for a maximum sshlement. adequate tltkes will 0e consv°ryIna greater
the water. Where serving is used. the lets shall be of sufficient length to reach the bottom Oma earn :a
��� Supply small be continuous. n►ucted tq renin
(Jar COMPACTION ��: If so required ver dna the wilier
bythe Inspector• compaction tens shall be moos at Intervalsot not m
feat and a minimum of one 11) test on each roan
approval ano taso prior to makingOne t l l copy ar escn test snarl be rorwareso to the CI bre snan 1.000
permanent reoatrs. CPmpaction tests snail ba masa as outlined in Seat Engineer for
Standard SOaarlatians OiviIts— Of Highways, Stats of California. dated January 1973.
24 COMPACTION TESTS: If so required try the inso Stor. o^ 8.3 01 of the
One 111 copy or earn test small be rorwargao to the Cityaer. Engineer n e sn Snail be made for °srn crossing
ComOactton testa small
be mads as Outlined in Section 6.3.01 of the $Otpj figarq rovai gnu til g dr "^°•
ed onor to malting parmatient repand
of California, dated January 1973 Specifications. Division atH
® TEMPORARY PAVEMENT REPAIRS: After atno
ve• State
TEMPORARY
completion of bschtlgll and compaction aooraitons, a t
got 2 inches of SC- 800 snail be placed on a reoarea sup race. The SC•800 tem oraDorary pa
afar a maximum of 3.000linsal test or trench has Coen excavatea and cacktill a orations camploud. out in no
p ry paving lu a0 be Wacaa
the placement of the temporary pavement sassed a I've O
lt.
PERMANENT PAVEMENT REPAIR: After Caekfill and compaction perations nava Peen eomvteted. a to came snail
consisting la two inches 12'1 of SC •800 shall be plated Immediately A permanent _
surfacing mporary, Deicn
g placed ep a inch class —base small bs Placed no later than at inches A. C.
temporary road roper. fh/tom i.Ue rf �ir2�gT TJl/�.t/ Gx.9T. i/ <, days after
R27 PAVEMENT REPAIR: F.A.S.: Upon completion of backfill one compaction. a temporary paten consisting dation or
6 eat dTf/Ts:2 SIfaE�T'
of rola mix paving (SC_ 8001 shall be placed tmmeaiately, A permanent Deter of three inch
be Dlaceq do eta inched nail beatconcLive base as directed. but not later than fifteen 115) days aper comp ec of fishesnail
!'7137 of A.G surfai:iftg snarl
WW S11 Concrete s. O sinal Ordinance
five-sags mix dna shall conform t0 the City at l a Puente Roan
Mid Sosatit auona Ordinance a481. emoorary
I'r'pratematht Standards
FOG SEAL: A fog seal coat consisting of an add
determined try the City Engineer, ltcatlOn of asphaltic emulsion snailbe applied over all
pataYt areas as
A29 SEAL ARMOR COAT: A seal coat consisting of an application binder and Screenings snail be spoiled on all
where such
37. Standard seat costa exiateq prior to Iasuanceat this Oermn•
Specif,eations. State of California,
Seal or armor coats snail be a patch
Division of Higrivirev7. oared January 1973 Wa a of Apavement,
od in Seaton
be acccmclished by a licensed contractor engaged in tme business of pavement repair.
R30 STREET RESTRIPING. Where street striving is still vislo,e on streets to Pe excavated. such striping shall be rep ceu it to
cdmoletion of permanent repairs.
con
R31 TREE RELOCATION OR REMOVAL. Tree relocation witn,n the City or La Quinta road rtqnt of way snail be a
by • licensed, Damage and insured tree service. and hanOled safely without mterf erence of nazard to the Osyem
eeomolisnsq
It Shall be the rescons,bilily, of the permittee to maintain the tree to a vigorous grown hgpu0ltG
at
Trees to be removed shall bo removed in seatonswmlch can be handled safeivw,tnout interference or na S new I«orlon
traffic. The entire witltfl at the tree stump snail be removed arta disposed of so that no debris remainWn ytlOht
. hlghway. the Stump hole snail be backfilled and thOfnu m at the
becomes necessary to restrict traffic. ins wore shall be restricted Ct
t0 a mailmumso as O in the following °Ni Of the
g paragraph. Where ,t
7tgrts flagmen and/or barricades snail be prowled to protect the traveling500 feet at any one time. Adequate
Large moles resulting from tree removal shall be oacktllled and public at all times.
Laequivalent to tne
rge noted ground. whichever Is the greateralbe
tom compacted to not less than 90 percent or
compaction as determined Pitt the impact or field memocL Compaction
tem snail comply with Seaton 6.3.01 of the Standard SCOCIflcations. Oivis,on of Hi mways. State of California,
January 1973. g
aateo
R32 TREE TRIMMING:
a. Only ins necessary trimming small be accOmplisned to provide clearance at the facility for one alenaar
All broken or week sections within the trimming snail be removed.
ar
Q. Where it commas necessary to restrict traffic. the wort shall be restricted to a maximum of 500 feet at anyone
Adequate signs, flagmen, and/or Parricades snail be provided tp protea the travelingm es. time.
G If tree trunks are partially muteins of the Ci pupils at all times.
arrangements are adlamin h of La Ouinta road right of way, permittee snail mete his oven
9 Property owner for consent to the trimming in addition to the autnonauon provided
by this permit.
d. All tree trimming on EVERGREEN TREES, PALM TREES• and other ORNAMENTAL TREES shall be aCCgmpliahed to
the satistacbdn of the City Public Works Intipectgr•
e. Abtmirm nrrm..... ....�.�.�
SPECIAL CONDITIONS --PERMIT NO. 2300
--- CVWD ---
In addition to the standard permit conditions, the following shall apply:
1. All work shall be performed in accordance with the latest edition of the Standard Specifications
For Public Works Construction.
2. Permittee shall be responsible for providing continuous dust and erosion control.
3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day
and more frequently if required.
4. Contractor shall comply with the local noise ordinance. 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 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 including Sundays.
5. Permittee shall assume responsibility for repair of any pavement breakdown at the haul road
access to any public or private street and for any damage to other. City streets or facilities.
6. Advance warning signs and traffic control shall be installed and maintained in accordance with
Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). Either
of the two attached traffic control plans (procured from the WATCH Manual) are acceptable.
It shall be the permittee's responsibility to detour and barricade this site.
7. Street closures shall not be permitted. A minimum of one travel lane on paved surface shall be
maintained with flagmen at all times.
8. Permanent pavement replacement section shall be one inch greater than existing. Existing.
pavement section on�Calle Tampico is 4" of A.C. over.6" of A.B., Desert Club Dr. is 3" of
A.C. over 6" of A.B.
9. All landscaping irrigation decorative rock etc. shall be protected in place as much as possible
or replaced to its original condition.
10. Prior to excavating, the permittee shall contact Underground Service Alert at 1(800) 422-4133.
special Conditions - Permit No. 2300 Page I of 2
SPECIAL CONDITIONS - PERMIT NO. 2300
CONTINUED
11. All work shall be coordinated with the City's contractor and others working within the area as
directed by.and to the satisfaction of the City Engineer.
12. 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.
13. All backfill and subgrade soil shall be compacted to 90% relative dry density, all backfill soil
within the top 2' of finish pavement 'surface shall be compacted to 95 % relative dry density, all
base material shall be compacted to 95% relative dry density.
14. Site clearance of 600' in.either direction shall be assured and maintained at all times.
15. Street striping that is damaged, removed etc. shall be replaced to its original condition by the
permittee at no cost to the City.
16. All excavations at or near the travel way shall be backfilled and paved as directed by and to the
satisfaction of the City Engineer at the end of each work day for the protection of the traveling
public.
17. This permit authorizes work in the City of La Quinta Right -of -Way only. It is the permittee's
responsibility to secure permission. from any other abutting agencies or property owners.
18.' Ingress and egress for all properties shall be maintained at all times.
19. The City will determine the final limits of asphalt replacement.
20. The pavement replacement section width shall be one foot greater on each side of the trench.
21. Trenches shall be backfilled with a slurry mix approved by the City Engineer. The mix design
shall be submitted to the Engineering Dept. for review.
Special Conditions - Permit No. 2300 Page 2 of 2
i-Cp BARRICADES
18 or C23
FLASHERS
0
-OPTIONAL
S69 Mart A
1
® FLASHING ARROW
SIGN ... OR D
HIGH LEVEL C30 j
WARNING DEVICE
17
1Py
— GnAM 1 A —
- t
MINIMUM RECOMMENDED DELINEATOR
AND SIGN PLACEMEN
8MSPACING
TIIAFRC 8/® TAPER LEM M DEUMEAMA
SPACING
a
(Advance of Taper
t t
(Fadi lar) (Taw
(T■qsm)
A B81gr)
25 MRI 150 Ft 25 Ft
50 FC
150 FL
fC20 (Lt) V
30 MRI 200 Ft 30 FL
35MPM 250 Ft 35 Ft
60 FL
70 Ft
200 FL
250 FL
t
O t0 MPH 350 FL 50 FL
80 Ft
330 FL
'K MPH SWR •S FC
90 FL
550 Ft
'SO MRI 800 Ft SO FL
100 FC
600 FL
'SS+MPH 1000 Ft 50 FL
100 Fl.
1000 Ft
.
'Mob: See Section 8 for nigh speed situations.
t
-*-CIS or C23
rT
CLOSING: &-,LEFT LANE <
C23
See Chart A
0
BARRICADES
FLASHERS OPTIONAL
oil
WORK AREA
HIGH LEVEL
WARNING DEVICE
OR
FLASHING
0 L ARROW SIGN
DELINEATORS1 C30
See Chart A.
0 1 'Y-
//// 1 g
.17 n
CHART A —
MINIMUM, RECOMMENDED DELINEATOR AND SIGN PLACEMENT
am SPACING
TRAFRC SPEED TAPIM I.Emm DELINEATOR SPACING (Advance d Taper
(EaCh LA-) (Tape" (Twqwd) A a Slons)
25 MP04 150 FL 25 Ft 50 Fl. 150 Fl.
30 MPH 2110 FL 30 FL 60 FL 200 FL
35 :PH 250 FL 35 FL 70 FL 250 FL
40 PH 350 FL 40 FL SO FL 350 FL
:45 :PH SGO FL 45 FL 90 FL SGO FL w
50 IPH 60
0
FL 50 FL 00 FL ON FL
5 +UP
5 -H 1 1000 F1 50 FL 100 Ft. IOW FL
*NOW: See 9 ck 6 for high speed aftuidons.
See Chart A
See Chait A
C18 or C23
CLOSING OF RIGHT LANE
C20
(Rt)
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C,E NOV 98 270�� ELEVA I itDRAW . N 3 _XP 4E, ELo' CHECKED By -BY OESIGNED-BY, T ti
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