2313-NOTE: -
'With=proper validation
'this formcon`stitutes 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
117_rr4
3-2-95
Subdivision Improvement Permit— Class III
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION 1300' West of Dune Palms Rd. @ Milea Ave
Onsite Street Improvements At Tract 26188
(Street,address or Description of Location)
PURPOSE Of CONSTRUCTION Construct Street Improvements
"onsite' IN Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION Paving Concrete Etc.
as shown on the approved strtetrimprovement plan
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 3-3-95
See attached conditions
D
APPROXIMATE TIME OF COMPLETION —20-95 MAR 0 2 1995
ESTIMATED CONSTRUCTION COST $ 90,683
(Including removal of all obstruction, materials, and debris, backfilling, com- By
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and 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 pe .it -granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in a vance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit an /all applicable rules ndd regulat'ons-0`� of
La Quinta and to pay for any additional replacement necessary as the resPlf of V. -work.
��
r i i rr��
Sig a ure of Applicant opeAg
Century Homes 1535 South "D" St. S§arer
Bnardino,, (909) 381-6007
Name of Applicant (please print) Business Address Telephone No.
A. Rossi Concrete 234 Mercedes Rd. Fallbrook, CA (619) 728- 0808
' Name of Contractor and Job Foreman Business Address Telephone No.
317793 3607
Contractor's License No. City Business License No.
Cigna Property & Casualty D32005895
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 $ 2720.00 l
10.00
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $ 2730.00
Receipt No.
Received by Date
Recorded by
2313
PERMIT VALIDATION
PERMIT NO. 2313
DATE APPROVED
EXPIRATION DATE
3-1-95
6-30-95
DATE JSSUD 3-2-95
By
Administrative Authority
TELEPHONE: (619) 564-2246
Y�
FEB -15-95 WED 4: 46 PM CENTURY �C1;,TS Rx NO, 909 381 0041
,r.
NOTA:'
With proper validation
thb forst constitutes an
eneroacriment permit CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
i, L
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lou, sewers, water maim
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
DA. _ Subdivision improvement Permit — Class Ill
Minor Improvemen srmit Class !V
LOCATION OF CON6TRUCTION ��Ia L�l)i�SC' �� ' �Lam
IStraat oodrass or Oeaalption of Lowanf
PURPOSE OF CON RUCTION
` Sketch lattach construction plans if appropriml
DESCRIPTION OF CONSTRUCTION Syrt � � GJ0I-TO kjS
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED ,
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETIONo4'�
ESTIMATED CONSTRUCTION COSTS
(Including removal of all obstruction, materials, a debris, backfilling, corn.
Wetton and placing permanent resurfacing and/or replacinq improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend and save she City, its eutnatted egansa, oftic—, norewntatnw and employees, hartnim from and against aM end ell
Denaltiat. liabilities or ioq refYltinq from elaimtl or COyrt colon anis arisinq out of any stx,tAene, tots or oartuf�e to iaanona o/ prvporty
hattpeninq or oe=urtme u s pro:rmrta result of any work urtdarsaken under the perms granted pursuant to this application.
Notify the Adminlnrasnre Authority at least twenty.four 1241 hours in advance of the tuna when wort will be rained,
Comply 'nth ell 800"" le City "inainews, the terror and mnd,tioro of the
La Quints and to a 1 e licabie turas and t'aWlittione of the City of
Day for any eddKklnM teplaCarnsatt necalYry •1 the t 01 thin worts.
V STWUturs of Appli t o
Name, of AO lieant tptease inti Busl as Address
fist. /1Telephone No.
eA62
to Z26 -0So4?
Name of Contractor and Job Foreman Business Address
- 1 Q Telephone No.
f&07
Contractor's License No. City Business License No.
LivR �n � �Ka�'C � 3 z DDS �� 13Appliunt's Insurance tompanilr Policy Number
FEES: Subdivision Improvement Permit — Ctass II I
Public improvements; 3% of estimated construction costs
Private improvements, 3% of estimated construction costs
Minor Improvement Permit — Class IV: Sae attacharl .�i...t,.l.
Inspection Fee
Permit Fee
s. 2 -7
IP I
Penalty
:ash Deposit -Surety Bond
f required
TOTAL: s 3
Receipt No.
ieceived by Oite.�v
PERMIT VALIDATION
PERMIT NO.
DATE APPROVED I
EXPIRATION DATE
DATE ISSUED —22 — 2- S
By
Administrative Authority
:eeoroed tsy TELEPHONE: (619) 564.2246
n-,
rn
PA(:F 9
ACCT DESCRIPTION
UNIT PRICE UNIT
OTY—TRl
TRI TOTAL QTY—TR2 TR2 TOTAL OTY—TR3 TR3 TOTAL OTY—TR4 ONTY TOTAL GRAND TOTAL
I GRADING & CLEARING
150630 EXPORT
0.70 CY
41000
266700
ol
0
0
0
0
41000
28700
150620
100.00 LS
I
0
0'
0
0
0
0
O
100
150640 MOBILIZATION
BF
46127
0
0
0
0
0
0
0
0
150610 C L NGANDDEMOLMON
5500.00 Lam—
1
5.500
0
0
0
0
0
1
5500
150620 EXCAVATION CUT & FILL
0.70 CY
22157
15.510
0
0
0
0
0
22157
15510
150620 20
5000.00 LS
1
,000
0
0-0-0
0
0
0
1
5000
150620 SITE PREP/OVER EX
0
0
0
0
0
0
0
0
150620 I FINISH275.00
LOT
31
8,52
0
0
0
0
0
31.
8525
150640 1 BLASTING
0
0
0
0
0
0
0.
0
150620 .NN
0
0
0
0
0
0
0
0
150620 SLIDE REMOVAL
0.25
46127
o
0
0
O
0
0
0
0
150620 GLINITE BNCHS & DCrAWORAJNS
0
0
0
0
0
0
0
0
150620 ADDITIONAL MOVE—IN
0
0
0
0
0
0
00
0
150610
20.00 LOT
31
0
0
0
0
0
0
0
0
152400 CONST. WATER, OFF-61TE
325.00 LOT
31
10075
0
0
01
0
01
31
10075
GRADING .& CLEARING TOTAL
COST PER UNIT
CUMMULATNE TOTAL
30.00 LOT
31
73,310
0
0
0
0
0
31
73310
2365
73310
ACCT DESCRIPTION
UNIT PRICE UNIT
QTY—TRI
TRI TOTAL QTY—TR2 TR2 TOTAL OTY—TR3 TRI TOTAL OTY—TR4 ONTY TOTAL GRAND TOTAL
II STREETS
150020 STREET SIGNS
500.00 LS
1
300
0
0
0
0
0
1
300
150920 STOP SIGN/NAME SIGN
100.00 LS
1
100
0
0
0
0
0
1
100
150710 3 AC OVGn 4' M ONTERIOR)0.80
BF
46127
36,902
0
0
0
0
0
46127
36902
150710 STREET STRIPING
1000.00 LS
1
1.000
0
0
0
0
0
1
1000
150710 ORETTSTRIPING
0
0
0
0
0
0
0
0
150710 W CL 11 BASE'
0
0
0
0
0
0
0
0
150710
0
0
0
0
0
0
0
0
150710 1 AC OVER BASE OR
0
0
0
0
0
0
0
0
150710
0
0
0
0
0
0
0
0
150710 1 A G OVER NATIVE
U
0
0
0
0
0
0
0
150720 VAR 7RICKNESS AC. CAP
0.25
46127
11,532
0
0
0
0
0
46127
11532
150900 ADJUSTMANHOLESTOGRADIE
D
0
0
_ 0
0
0
0
0
50810 AL-K-AJWP—
0
0
O
0
O
0
0
0
150020 PAVEMENT REMOVAL
20.00 LOT
31
620
0
0
0 .
0
0
31
620
150820
100.00 LOT
31
3,100
.0
O
0
0
0
31
3100
150820 SIDEWALK REMOVAL
30.00 LOT
31
930
0
0
0
0
0
31
930
150910
0
0
0
0
0
0
0
0
150010 REDWOOD HEADER
0
0
0
0
0
0
0
0
150920 I RELWATEW-AA-N0WS-iQ49—
0
0
0
0
0
0
0
150920 1 REFLECTORS
0
0
0
0
0
0
0
STREETS TOTAL
COST PER UNIT
CUMMULATIVE TOTAL
54,483
0
0
1758
127793
ACCT DESCRIPTION
UNIT PRICE UNIT
QTY -TRI
TRI TOTAL OTY-TR?
TR2 TOTAL OTY-TR3 TR3 TOTAL OTV-TR4 ONTY TOTAL GRAND TOTAL
III CURB & GUTTER
150810 CURB AND GUTTER 6"
5.70 LF
1367
7,792
0
0
0
0
0
1367
7792
150810 CUR
867
1 56419
0
0
0
0
0
867
419
150810 CURBTRANSICTION
6.25 LF
239
1,494
0
0
0
0
0
239
1494
150810
fi 00
13838
17,989
0
0
0
0
0
13838
1 989
150810 CONC. DRIVEWAY APPROACH
_1.30
1.75 SF _
_
1775
3,106
0
0
0
0
0
1775
3106
150810 CONCRETE GROSS GUTTER_
50 00 EA
2
0
0
0
0
0
0
0
0
150810 HANDICAP RAMP
1 200.001 EA
2
400 1
0
ol
0
01
0
2
400
150810AA-EY APRON0
0
0
0
0
0
0
0
0
150810 GUARD PANEL
0
0
0
0
0
0
0
0
150810
_
ol
ol
ol
ol
ol
ol
0
0
CURB & GUTTER TOTAL
COST PER UNIT
CUMM ULATIVE TOTAL
36, 200
0
0
0
0
0
0
36200
163993
151900 MANHOLE
1250.00 EA
5
6.250
0
0
0
0
0
5
6250
ACCT DESCRIPTION
UNIT PRICE UNIT
OTY-TRI
TRI TOTAL QTY-TR2
TR2 TOTAL OTY-TR3 TR3 TOTAL OTY-TR4 ONTY TOTAL GRAND TOTAL
IV SEWER SYSTEM
151900 4" V.C.P.
9.00 LF
900
8,100
0
0
0
0
0
900
8100
157.00 6'
0
0
0
0
0
0
0
0
151900 6"V.C.P.
14.00 LF
481
6,734
0
0
0
0
0
481
6734
151907 10
fi 00
813
13, 008
0
0
0
0
0
813
13008
151900 8"DAP.
I6.00 LF
20
320
0
0
0
0
0
20
320
151 -am 1 D
50 00 EA
2
100
0
0
0
0
0
2
100
151900 JOIN EXISTING SEWER
500.00 EA
2
1,000
0
0
0
0__
0
2
1000
1519 15'
0:]
0
0
0
0
0
0
0
0
151900 SAND REDOING\
0
0
0
0
0
0
0
0
15190 HOCK 13LUUIIM
0
0
0
0
0
0
0
0
151900 CONCRETE ENCASEMENT
0
0
0
0
0
0
0
0
151900 MANHOLE
1250.00 EA
5
6.250
0
0
0
0
0
5
6250
151900 CLEAN-OUT
250"00 EA
1
250
0
0
0
0
0
1
250
151900 ADJUST MANHOLE TO GRADE
225.00 EA
5
1.125
0
0
0
0
0
5
1125
151900 PAVEMENT REMOM & REPLACE
0
0
0
0
0
0
0
0
151900 ADJUST CLEAN OUT TO GRADE
1
10D.00 EA
1
100
0
0
0
01
ol
1
100
151900 4'VCP SEWER LATERALS
0
0
0
0
0
0
0
0
151900 I WYES
I ol
0
O
of
ol
ol
0
0
TRACT SEWER TOTAL
COST PER UNIT
CUMMULATIVE TOTAL
36.987
0
0
36987
1193
200980
C --A
cy
C"J
cn
r=)
G
.9-
170
P
='"cJ
'he touowtno uarrorn arta Soserat r'roviyons are attached to aro "18011 a cart of Pennon No. -;_7--31
GENERAL PROVISIONS
"he follovmno snail always aaciv.
"ENCROACHMENT ON PRIVATE PROPERTY 'his Dermot authorizes wars to oe aceomofisnaa within C;ty of la
ONLY. Whenever construction extends wmmn orlvate cracenv. n sriau be [one re
secure oermission from a0ufttn Quints right of way
g prUIPM owners. Such autnoriratian must 0e secure nv enc Pe as mince Prior this contractors#to
rM
TRACKLAYING CONSTRUCTION EQUIPMENT: Clastaa[raafsvindeonstrott08 eau re snail n
starting wont.
onvea sunace unless tinea With smoatn.tacea sorest t*o trail la""Q ccnsgutrt
:one cavina aurin aouccersteot000ersteonern
q excavations. Ruboar-tlreo edulomem only =nail be used inersanall csfations nfcaver !treat
oswment is scarrea. spatted. or brosen during one term of tnts con gactflll ooerattons in flrloes toorotect
that these oortions of road be resurtaeeo over theft entire tt°R' or it the oavemem to manes ca�O °rata. It the existing
Surfacing width• ResurfacICity Of Li QulnL snail reauaR
g plus a00rO0ria[e seal Clot as aDacifiea above. n9 shall COMIR of one coat of
_ ft^fd'nchea l2'1 of A.C.
PROTECTION OF TRAFFIC: All excavations and work areas snail bebroperly lighted and 011"1811"1
Engineer or to Quints City Public Wants inspectors. Suigble detours and oetdw sl rn °p as Deemed net
dt the project The Ciry snarl be natltled 24 Hrs. in advance of e A shall be eaaerytoyine City
M traffic detours or dalineetrdjy. �rnsintslhadfor the Duration
CARE OF DRAINAGE STRUCTURES: Anv drainaae structure including
Concrete structures encounte►ed during excavation wnlch necaisltata ntaval corrugated motel Otho. COncfete
nacess iry to remove or cut akisoing drainage structures. rnovel snau be reuiscem in kind. In heDODO. event culvert and
Drainage structures,snd open prams snail De kept tree piCpeboa Quint snail be nd0tim anor to commenq tt.lt becomes
es tar Drover pralnage. em of this work.
RIGHT OF WAY CLEANUP: Any surplus material resulting from excaystton and
way. All oaveasurtacassltaobe0roommcteanoteannandotnerobjectionaai ri[atllicoarrarnedy[ aUbe emOVINf
Existing gutter tine and drainage artcnes snail be replaced to their original sat at or ocher. All akcaaa mstan�ot f rod the rigno of
prior to caving. Water tanker Snail be used. as r nacan=enon.
ifl[rnadtatety after ancxtill. eouire0, t0 sprinkle the job L[e IO kMp dawn OUST conditions anal) be remavap
fo anal, be us"
OE -WATER OPERATIONS: If da-watpnnq operstlrna are ►eaWred ono dumps are roretnq water on City of
tM nesDOOLO111N or the Oefmtftee (cOhoraROr1 to COhtt01 this water and to
V Quints rams. it ]hall be
CLOSING STREETS: No street snail be closed. A minimum pt one n provwe aft•stree[ bamesdse wean n11o11a�n,,
amass for ins actoining pro0erty owners aro a n11 Of [rattic snall be maintalne l at all times to
any length of ttme. ntM9ehCto obtain
the heeVent It Is fell bvhepermitestnatne mYR aONds limited
xrmtttee snail contact hq office [0 00[atn the neCesury permission,
• fbbae • Rfea[ for
SPECIAL PROVISIONS
The foltwing snarl applyONLY when indicate*:
I NOTIFICATION: Pemrnse snail notify the City at777 7o75—
R2 CASH DEPOSITS OR BONDS: A Cason bond or an 608t least 48 hours in advance of starting cahRrtiRton
shall be turnisneo in the name of City of V surety bony in an amount of not leas than s
rosas and survey monuments
ts. This bond small n co cover
sit Wotit involved
in one restorabpn of the va
Posted Prior to Commencemem at any went an this by the City Engineer. This
cast be
project . bone must Oa
R UTILITY CLEARANCE. ISubstructureslPriortomakingsnygimvabonvmthmtheCiNofLA(lu isngM�
by permit. the pannmee snail contact all concerned uttii..y companies relauve to the
ldcaoon Of right aftopishorgutincrIzed
s
Damage to existing sup �11umori:ea
A Rrtraures resufting from operations conducted substructures.
of the derrnntee. hduGedunOarthatpennrt5-h/IID11thebN
r'a/OOrtttbtlity
R UTILITY CLEARANCE; (Surface structurnf No
work shell be d0M undal tnia v°tr h until all utilities
are
0►ovo3e0 work she. The permmee snau ngnty all concerned Utility companies of the Oroposed wore, dear or the
R5 PAVEMENT WIDENING. Area oetvvean the
surfaced vymh inches of A.C• pawn )IscoProposed n mnerate gutter fine end the existing road 0/ve
having an R'vslue°f not Isms than g placso on inches of class rent snail be
and Sveciticatlons. Ordinance 048 andlnepntormeneawitnCi agfl►egstestlbvseeeourse
toot to Quints Road Improvement Standards
R6 PARKWAY GRADING: Ares between thero
1 /4 incn to one toot 111. p pony line end tad of the propose concrete curb snarl bero
g aaotoaslovaot
R7 GRADES 8s STAKES. City at La Quinta snail ests0lis
Fconstruction. h grades and slates nor the proposed concretecaro and putter
RB GRADE CHECKING: City at La Qwrtta snail chest graces upon recerotot Plan and vrofile and/or graces age blish
a licensed engineer.
staeo by
R9 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter f fNtlahsll
removed. Curb ay, approach
euro ante gutter snail be saw cut prior to removal. Oeoresssd curb. matching concrete Concrete dnvewey, eptuaacrt shall be con be
ti st►ticttlo in conformance with City of La Quinta Standard 0207. goner end
R10 DRIVEWAYS. A.C.: Orivewevs shall be constructed as not to alter existing drainage pattern. Surfacing
oropenv line and the existing road caving snail be 2.1/2 inches of A. C. oavin9 placed on 1 0f Gs;
�
aggregate case. Orlvewav construction snail conform to attached Drawing. between ane
'7 �
R11 CULVERTS.'^�:ncnaiarfieteri
ert snan De
mcnes Deiow and in line with one existing flow l-vert!°n installation s autcon oirmtro [to the ettacneane invert taraw n 1-1/2 1/2
R1 SIGHT CLEARANCE. Sight clearance of 600 feet In either diremon snail be assured and maintainaa
R13 SOIL STERIUZER: The area to be surfaced shall be treatea with soil sterilizer. Rate of application snail com0tywitn the
manuracturer's specifications.
R1 COORDINATE WORK: The yea
City Of La work shaft be suboralnated to any operation which the State Of California or
Qulhts may conduct in this area During the period of this permit. Wart snail be C " eltnated with the State or
City of La Quinta fortes to preclude delay or Interference with State or City of La Quints projects.
SURVEY MONUMENTS: Prior to exasystlan or beginning of construction. all survey monuments which oust on the
be reassel or all 11c ria a Orotfsrty lines when Involved shah be
be reaaeeo pv a (lanaem ervtI engineer or s emrnvletefv tied out 20 they may 00 reaoiftr enn e•ww_
t 8 :=RVEY'•10NUMENTS. P- 'Or to excavation or oeainntno aT construction. all survev monuments snail Dm u v t.
O
Cul
:r u 4uinta and auitaDle OiYhel
R
lent or gUarahTle Ot Oayent snap be meds as relmOUfaemem for all 17 '4VEMENT CUTTING. Pavement wits be mechanically calfto a aon
rsedge onor to WOra out
V
e
tuning snail as eobrovea tnrouan One attics or the City Engineer.lUnder no circumstances .ethod
oe used to excavate Prior to cutting or oavememtat excavating of quip ;
ExeavaOion materaai snap be olaceo in such a edutbMont
facilitate the aeneral flow or traffic. `for to final Paving operations. anv damage to Pavement straight
oositaon as [o nest
:orrecteP. eggs snail de
'4VEMENT CUTTING. Pavement snail be saw cut prior to removal. Prior to final caving operations•
pavement straight edge small be corrected.
R� UMITOF EXCAVATIONS: Excavations snarl be lfmirea to 1. any asmage to
begin. All EXCAVATIO Shall be vatspropertysOa it be lint wen li 1.0� pyo ^al feet Of Poen trench oerore Backfill o
qnt. on weekends and hoitdays tar t� erohans must
Ine traveling public. The Public Worxs Insoactor snail oalermtne the suitaolliryOf excavation Parricadlnq in earn case. No
excavation snail remain open for a Period exceeding flveltil days. NO alcaya[IOn snail be mane Uflle aDfOtecttOn Or
material is actually on One war% site. ss ins
BACKFI construction
LL MATERIAL Baclttall shall be tree at Crush. roots or Pinar organic substance detrimenta....;
Of prbaucing an adequstaiv consolidated bac ktlll. Any matonal which trio City of La Quanta Deems U^SWIaDtar purposes
saturated materials wnicn is encountered aurin s Usetar purposes
conqyor
reofaeea q excavation snau not oe used for Backfill. but snail be sir
wen aoluovea sane ar.grawi.
R21 BACKFILLSgNO: Baaddl shall De a _ _ pplamanled or
threemet 13'1 andvibrarod using a avorovedr o �ava� �Mna Or equivalent and shall be olaceo in lifts of
case a rot alive compaction of 95 percent small be attained within rthe `Osmate memoda mavhe roadway. natgroatertnan
l.Rural section of tats roaovvayhe but an any
R22 BACKFILL PLACEMENT: Backtlll snail be aooliea in lavers of not more than 50 percent dt the total daotn of trio french
bolts flooding ars m t mumsuclO of c to lool extreme
15'1 lifts where tranches ara-at excessive Gowns. Care Is to be ek
resulting
material ti not ail a not e s than 9 swell by flopping operations. Backfill materiel snail be rswitan eret:.d mat the
q cothOactrOn anal) be not less than 90OerceM or lOUlVelent TO the SUrrOU"Ota placed so trial the
companion. Where Ponding or flooding Is used foram r equivalent
g ground. wntcne
the water. Whore settlement. adequate dikes will be con ttal ctep t greater
letting is used. the lets shall be at sufficient length to reach the bottom of each :a atrYClaOto retain
supply snau be continuous,
COMPACTION ver silo the water
CTION TESTS: If so required bythe Inspector, compsctlan tests snail be made at intervals of not m
foot and a minimum of one 11) test an each road One 111 copy of earn test snail be rorweroea Oo tats City drotnan 1,000
Standard SpecitiCatf, g permanent ys. Slrecallate
of CaQlOn testa snail sn made as outlined In Sectionry Engineer tar
ens Civilian at Highways. State at Ca ram
dated January 1973. 8 3 01 of the
q COMPACTION TESTS. If So required by the msbemor. compaction tests small be made for cern crossing One 111 coot' or each teat snail be forvyardeq to ins CityEngmeer for approval and filed Prior to malting
Compaction tests snail be mace as out[ineo in Section d.3.01 of the Stanaarp g w servo line.
of California. owed January 1973. SOK+tfeatfons.Divis natM'o�mrotlaate
R25 TEMPORARY PAVEMENT REPAIRS: Atter lghtxieye• Stale
consisting at 2 inches of SC -800 shall be olaceo onla prepared $upgrade. Tho SC -800 temograry pavan
emDonry paten
aper a maximum of 3.000 lineei tee[ at trenen has Peen sxmvetea ana Dacktill operations completed. out in no ease snall
Misplacement of the temOdrary pavement exceed a live 151 day Ism l g fhaU be placed
R26' PERMANENT PAVEMENT REPAIR: Atter oacktill and compaction
Consisting of two inches 12') at SC -800 shall be
placed Itr mealallplY operations
Permanentpatchpaten Ofoen Bletld. a [emparsry Patch
surfacing placed ana inch class ---� incites A. C.
temporary road repair. �baSe snail be placed no later than
lava enerepnfpfetaon of
Ucc
R27 P cctd mi Paving ISC-13 01 shall be cid e d at bactaids l and compaction. a temodrary Catch consisting at tvvoinches 12'1
a! sola mix paving ISC-8001 shall De olaceo Immealately. A permanent paten of three inrnea 13'1 of A.0 surfacing snail
be eased do six Inrnes i t3-1 concrete base as arrected. but not later Onan to to an 41 S) day atter cumulation of tam
and SC Concrete Daae sinal c of five -seek mix and shall conform to trio Ci at La Quints Road tm rowm
and Speaheauona. Ordinance !481. ry oorary
p ertiStanaards
R29 FOG SEAL: A fog seal coal consisting of an aDollcauen of aspnaltic emulsion shall be applied owr all
determined tar trio City Engineer.
pattYt areas as
R29 SEAL ARMOR COAT: A seal Coat consisting at an application Cinder and screenings shall be aooliea an all
where such seal coals existed prior to issuance of this perm". $tsar Or armor
37. Standard Specifications. State Of California, d in S areas
coats snail be epplleo as spet:dieo in Section
be accomplished by a licensed contractor engaged diviI, The sion of Hi dated Jan uary 1973. Wort of Cavemem repair to
s at
R30 STREET RESTRIPING.Where street striding IsstiSPi ansrreetsstooeex avatednt rsuenstripingshallDereplaceaubon
cOMCIation at permanent repairs.
R31 TREE RELOCATION OR REMOVAL. Tree relocation within One City of La Quanta road right of wav snail be SCeamollshea
by a licensed. Danced and Insured free service. and nanaled sately witnout mterterence or na:ard to the trawling puDllc.
It Shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shell be removed In
traffic. The !nllr! SOCTIOna which can be handled sately without Interference or nazara to h1
wiOOn of the tree stump shall be removed and disposed Of so that no debris remains in view of the
highway rhe slump hole shall be backfilled and thorougnlycompactea as sceettied in the follovinn 9ftwev
becomes necessary to restrict traffic. the work shall be restricted to a maximum Of 500 feet at any one mequatit
e
e. Ad mere e
Signs. flagmen and/or bameades shall be provided to protect the traveling g public at all times.
Large notes resulting from tree removal shall be backtllledand compacted to not less than 90 percent or equivalent to One
surrcuncing ground. whichever Is the greater compaction as determined by One impact or field method. Compaction
tests shall comply with Section 6.3.01 of the Standard Specifications. Division of I.lignwevs. State of California. dated
January 1973.
R32 TREE TRIMMING: `
a. Only the necessary trimming small be accomousnea to provide clearance of the facility far one calendar year
All broken or weak sections within the trimming snail be removed.
b. Where It became$ necessary to restrict traffic. the worx shall be restricted to a maximum of 500 feet at anyone time.
Adequate signs, flagmen. and/or barricadss snail be provided to protect trio trawling public at all times.
C. If tree trunks are partially outside of the City of La Quimaidea right of way. permmee shall make has own
arrangements with adjoining property owners for consent to the trimming In addition to trio authorization provided
by this perm".
i d. All tree trimming an EVERGREEN TREES. PALM TREES. and other ORNAMENTAL TREES shall be aoeompllahea to
the satrstarnon of the City Public Works Inspector.
e. Abumne.nr-
....�__
SPECIAL CONDITIONS --PERMIT NO. 2313
--- CENTURY HOMES COMMUNITIES ---
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 5:30p. m:
Saturday 8:00 a.m. to S:OOp.m.
May 1st to September 30: Monday -Friday 6:00 a. m. to 7': 00p. m.
Saturday 8:00 a.m. to 5:00p.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. 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. Prior to excavating, the permittee shall contact Underground Service Alert at 1(800) 422-4133.
9. Should additional work, nr4terials, or modifications of the work be required in order to meet city
standards, safety requiremdnts, 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.
10. All work shall be coordinated with the City, the City's contractor and/or others working within
the area as directed by and to the satisfaction of the City Engineer.
Special Conditions - Permit No. 2313 Page 1 of 2
SPECIAL CONDITIONS --PERMIT NO. 2313
continued
11. 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.
12. Work authorized by this permit shall be as shown on the plan labeled "STREET
IMPROVEMENT PLANS TRACT 26188".-
13. All excavations at or near the travel way shall be backfilled and paved if necessary at the end
of each work day for the protection of the traveling public.
Special Conditions - Permit No. 2313 Page 2 of 2