2767NOTE �, •
WitFi'pr'oper validation
this f6ra constitutes an;
w, -i '• CITY OF,,' LA QUINTA
`encroach`mert.permit v, .
APPLICATION 'FOR PERMIT
•°.`}"--„_ ' °.''`; - .1 'JPUBLIC,WORKS CONSTRUCTION (ENCROACHMENT).
F= •' 'nil S� •' .. A f ' ; ,. , ..
` 'u+,..� 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 II I
DATE`.' Minor Improvement Permit Class'
IV:
• • • •i Y.. . - t
LOCATION OF CONSTRUCTION' Caotiiio JDzi.btstw-sen Tract 23913 and -24,511 .
:(Street address or Description of Location) a P
_PURPOSE OF CONSTRUCTION Connect 12"y*t*t lice to Sket E (attach construction plans if appropriate)
c rate t - be 12"' dop throcigh pro.Oct, 6a ahs
DESCRIPTION OF CONSTRUCTION
., :. ,•. Say attachad couflitune
-DIMENSION,OF INSTALLATION OR•REMOVAL
ilk. f ., , , t. ^ ' $to 4t.tvichad-,. drawi4a
4`'vr X -7' 1 9t VD,,`
SIZE OF EXCAVATION, IF NEEDEDvirago ftutlwift,
APPR0XIMATE.TIME WHEN WORK WILL BEGIN
1r
APPROXIMATE -TIME OFtCOMPLETION 8--98" �t
- ESTIMATED CONSTRUCTION COST81is J)00
oncludiiig,removal. of all obstruction, materials, `and debris, backfilling; com= `
paction and placirig •permanent 'resurfacing and/or replacing improvements), y. Y
°In consideration of the granting,of this permit, the applicant hereby agrees to:
i •''� r `Ind`emnify; defend -,and save the�City,'its authorized agents, officers, representatives and employees, harmless from andagainstany�and'ally+�� '
penalties, d iabilities or loss -resulting from claims or court action and arising out•of.anj accident, loss or damage, to persons orrope10ty S.
• happening or occurring as a proximate 'result of any work' undertaken.under the permit granted'pursuant to this application:;
off• .• Notify =the Administrative Authority at least twenty-four (24) hours in advance of the time when work) will be started. �'','�� -• r't
Cohiplyjwith all, pplicableFCity,Ordinances, the,terms and conditions of the permit and all applicable rules and regulations ofythe City of
La Quints and to'pay for any additional replacement necessary:as the result••of this work. wAr.
Signature of Applicant or Agent '
P.O. •&hr 1058 Iaoscb 414, CA 92236 (750)1 398-2651
• Name'of,'Applic"a'nt (please print) Business Address .t Telephone No.
i ' �� �.• fr t
Jt, 4 ' t -
Name of Contractor and Job'Foreman �. Business Address'' �`'° Telephone•No.
-Contractor's License No. City Business License No. • '
Applicant's Insurance`Company .Policy Number.
±'
FEES:t Subdivision Improvement Permit = Class III ,
:Public improvements: 3% of estimated construction, costs r =
4" 1 '• Private improvements: 3% of estimated construction costs
Minor Improvement Permit —Class IV: See attached schedule
'Inspection'Fee r $ y . PERMIT VALIDATION
Pe'rmit,Fee � PERMIT•NO.` 23$7
Penalty
Cash Deposit Surety Bond DATE APPROVED 7 17-98 =
le if required`. EXPIRATION DATE 12-31•-98-
TOTAL:, $ -'d°' - DATE ISS ED 7--30-98
Receipt No.
rReceived by Date
Recorded by
By
v L� Administrative Authority
Telephone: (619) 777-7075
TRACT 25290
n FRED
SEC. LK 1 WARING DRIVE SEC.
- ° C16883) .•(12482) O Ov I8'CMI✓CMC-86
i
O
` 28 27 13 14 88 89 7 8 1f". ---1 1 26• A. C.
- �I Iii to'1 N f O ✓
TRACT NIT N: NI' NI: alb �,� NI ��� cl�`°fry. °ik�.
245' 7 P T`�T f ��9 L9 b0 (I N ►�/S f �\m N`m N p p 2 2y 'GO
1 . (� S� ,L')/Ob0 N ^ OOP 2►C ^ m \ : � " J� i � � J �p Op�2 T i�i .0 u O n O n O�l op • V
155 S 4 M♦ ! ' %s 4 199 u'j'r 136 139 14 �! t�0 12'CML/CMC 132 7 8 9n :Op 1j1'I
iaTl. 2i 203 086 01 11_OIp v S 'x'9'1%71 26
Iv AA -p60 n 44-065 44 060 7 083 9h .�. 443051 1131 IN T9�
242 237 229 224 216 Qv CSD (7
o 44-095 44-090 p^ 44-095 I"� 44-090. N 4�-095 i - 9-283 ^ It 037 m
of N -, p
^ r 211 204 190 < 'r 4, -06 TRACT '
44-090 ^ _ Q a4-090 o m 0B4 n ASO N
.243 f 41_095 / A
^ 79-287_ 19903
236 230 f 223 217 ° 2 I l'1 .�. Ia 3p I P •41i O� lg �' J9 J ,9 �:�
- 44-325 ^ 44-120 N lD 14-325 v 44-120 7. Y1 44-123 _
SIJ N ^ < d 210. 205 197 a °.9 A4_ 20 19 ?`i ; {i •�u J _
W f m 44-320 44-123 44-120 .+ J .. 41 -Del '4 G v v 11. ► U ,S' o Y
t44 233 233 h1 tzz_ 21e c1 cl .. 2 hco J 30 12 2g 12
(U 4�-355 J 44-150 N 0, 44-355
44-355 � a{-150 O 14-155 8' � � < O N1D u pRIVE N ] I.
LI '..0 209 _ 206 t% �°j pO�ZpA $Iti wIN •?\?, �, 1.a m _ f
t�S N 44-130 N 44 -133 - 41-130 01
' O O P yl P o Z SUNR�S ly
44-185 22 21 20 9 8 7 > N
P3 $ f8 m N= O .o S R zoe 207 195 SUNSET RIDGE NE N. /7
nI nI nIN Z NIN NIro .. ylro 0 44-180 — e'A.C.-86 *'�, Op') b > !3 V Il. 24 NV,?9'•
246 .. N^ N N w - N P N P N P ..... PI - n h P I> ►' i 22 451
44-]e5 as-teo
44=123 m V ^ ^ ^ ii oIP ',U o%�o N ' ^�� '►' 0 + pOo A r� Zl ���
^ n ^ ^ q' N e� ♦ O I /i ♦ 3 n 106 9 I��
° CAMINO DEL a ORO o X49210 • m21122 123 124 Jas ♦ O o33 , pO,p ^� N 79i4. e
247 e e '. C7 1 JCS O 44=216 P W A4�yb X36 W� D) 107 ° e
n 44=245 ° _2 0/y5 ZAo N 79-�1
176 177 7y-303 N p•2 Z 032 }11.2 9' •- S d a
44-235 44924J.. VI flf 79� pl .: 0 44-221 44=236U °i•5 •• 260 v "2_4 8i II
249 NI p, NIP NIP NI NI NI NI 30 A3 > 23
^ ^
oo'
IO 44-275 ^ ^ ^ J 9 41241 3I Q. (h •- W O a
42- 43 44 - 45 46 47 48 37e a p7o 1 f1
173 O _ 11' 192 79-3130) �, -p 0�0 0` h A d �, I
2n 33 32 31 30 49 N 44-270 p
f — 44-265 069 .",. 4 113 tit y to 44-276 W 029
2 r 44-300 .. o P e 79=317v 116 115 ^ r I n �`�, •3
v lD n N 1RR. r 41-283 • ; N
o ~ tiI ryI NI �I NI .., J o •0 O 1 IP �T 028 O 0) 010. 132
N a 179 P IP io P 044 4-296 N ♦44-
174
IRR. P- OI T
18'D.I.P.-90 r1 \6l 174 0% 44-293 191 NICO N,1 ! .o 44- n A
° z�b w 44-300 10 N +�-300 n RNE 5 I 4, 316
m L 44-330 o y RIDGE D .A.. a /-3e5 6'A.c. DGE DR.S
e D.LP.-90 CAMINO IL c 4 leo
,. ...t x.44-335 �'. f .262 6. 190 ".SUNSET v
_'-
02'0`e
173 m 44-325 _ 1 1 44-330 t N Z {{-330 0) 'ell ?IIq NIa JI& O♦��o^ 1p �. 0 _•o?5 n 1 •.D p ro 'o ♦ 7I X314 -36p ^��p n11- N� n -• a 1j1y1
CD 157... .. tb/ ryI ryI ryI NI .IBI Q 9'
C1 U 109 q3 94 9B i1 oz4 01 n �l1
Z : (7 172 N 44-3C5 44-360 0• 793230`
56 57 58 S9 60 J a4-360 p 01 r N^ 047 4-376 14_383 725 �N'911
1�8 Q & 8E
82 83 84 85 _86 (7 182 Z 7953270 4+-381 4Z396� h1j0�3 It_Nb 3�a1
d (.! — 188. N 04B 403 1�1 W �-
n .. O P l0 ./ 171 `0 44-305. Iy 0) 44-40' ... r +1-4 n 315 e
IS nln(U 444-390 p S 02°�6UN N (7 Ci3310 1-4-116 11_1 < > .19_ °
199 - .183 m '9p5S .gyp > 0>D �y 4 021 p m 123 N
197 / 0 `3 f 4-43 n >9\> 41-4AD r' b� -
IRR 44-415 $ .1 > O �' 0 61.
e'D.1 P.-9 (16415) N 44-420 N n 8. 30>9\J {424�n�3✓
�SO`I AMIN ROSADA 170 ,n • a o�� J1N uo 9` �'p?1 3 n 6g�.✓ > of e
PS' YT lbp Ilr 1 SAS 4 .86 ► A o�r ot<i! - rlr/rmi /m y)1•o \P �,
N n f N n ^ m 169 A•� {..
ml `cI 'yI '0I N 0� NO P 46632) u
t
^ 0 _ A.. WELL 5709 x
77 76 75 74 73 72 71 70 6 ♦23 22 m
39 38 37 36 33 34 33 32 1 29 28 26 -� v
�6 W O
.•r SII NI NII NI ru �I ryI Nl Q': ��0/ 1..C1'YtC�� a �p
- c. ,
267 � � � _ /,%'' i pe L '�;� r'
CANTERRA IRCLE Connect�'j1 Pi I(i /
CANTERRA
DRIVE a n.1.►. -96 tl63B3) ► N r
9-4 _6 D: a 300 h 322 f. 3 o
' f 28E: W lD 0. (J 4 - n nI n �I nI �I �I \� _ `V
t
m
v 289 294 zs7 0 n �3 20 21 22 23 24 -
tu 2`9 19 18 17 16
b� z
ell n I�
4 X90 V t93 yg .;I t7 n 9� _ •'
m .i
" g ' -TRACT '23913 a
m f i Y 62 6151 60 49 u \J <6,e�� CIRCLE 316 1
292 \NP b OS � - -
IRR 'T 11' f INTI nI nI
12 t3 a -
o OCOTILLO tz D.LP-9 9 8
�J
o
�I ;I �I ^Ioy�
63 64 65 66 67 68 10D.1.P-9t 6 „
73 J2 71 `9 ,♦
8 (m� = Dip' o �N o U_ EVO DRIVE
•l 26
Deo ARBOLA (%6 SiJP
4e , �/ r 3j (^ 6 7
v -1 3B9
3/ 9 A +I� 'I •D •7 3j 3j 15 44-830 h
- A♦,001 "' �, ^ 9 ayy W
73 76 77 78 o °I L% :)Be - — ------------ _.. ---
87 86 85 84 83 82 81 AA -e6, �� o ✓ 33_ 44-860 f
o s11P QIP rel& QIP QIP aIR QIP P N
n n ^ ^ ^ v o .100 99 W - 387 _
Q 101 >LLJ
44-890
a LADERA 4630E) s DLP.- DRIVE
395 11' .358 M-9 362 N Q
N44-935 K 4 9930 ^ N4+ -935A 11 1-930 m
CD 0 rr a, DERA DRIVE
95 B'D.I.P.-97 385
q 356 Cf 357 360 Q 361
�41-9e5 44-960 41-965 Q] 44-9601 RC7CNT10N BASIN 38+;; -
O an Z
I�, n sI 4 96 n1: 97 nIE 98
N f4 ro �1
10' P-9 13630 ) ( > >
O ° R 6 12'CML/CMC ° 0 12'CML/CMC
° T r T MILES AVENUE
T.
TRACTS 19903,2451.7,
23913,25290 NOTE, THIS PLAT IS A LOCATION AID AN* NOT. TO BE USED FOR
'A SURVEY. THE IWORMATION I!. BELIEVED CORRECT BUT
LAST ACCOUNT' NUMBER, _ SHOULD BE USED ONLY FOR PRELIMINARY DESIGN.'
UPON REQUEST; AVAILABLE AS BUILT INFORMATION WILL. BE
FURNISHED BY THE DISTRICT.
DELETED NUMBERS,
APPROVED
IL
4 7 JULY 1"6 DIRECTOR OF ENGINEERING
D. = = Account No. . ..0507202
;NW 5 7 20
lie
2
5 - '7 20 - 3 SCALE BAR 1N FEET:
as -
0 100 200 400 600 800
—" - ------
1
NOT1. E:
Witrt proper validation
this form constitutes an
encroachment permit
CITY OF LA QLqNTA ,
JUL f 31991
CITY OF LA QUINTAP"LjC WORKS
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
DATE: _-7 k��
LOCATION OF CONSTRUCTION .Tn -�i"•
Subdivision Improvement Permit — Clasi III
Minor Improvement Permit Class IV-
rrimer l . 'A_ . i . _ _ - . . rJ
fStreet address or Description of Locationf / v
PURPOSE ttOO�F��C[[O��N��STRU TION •� - Sketch lattach construction plans if appropriate)
.dri- a lir—crs�� . nLJ2 t2_. Awn +fit Rtra �, 7"'�
DESCRIPTION OF CONSTRYCTION do/L Mdok7174ih all, er—
rnll�siei C leg a*E.&Aed�a� , OLI
01,
DIMENSION OF INSTALLATION R EMOVAL
PR _ �%cJ� SIZE OF EXCAVATION, IF NEEDED'
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ �S
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:..
Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, -harm less from and against,any and all,
penalties, liabilities or loss resulting from claims or court action and Iarising 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 1241 hours in advance of the time when work will he started.
Comply with all applicable City Ordinances, tfie terms and conditions of the permit and all applicable rujes and rg�ulations of the City of
La Ouinta and to pay for any additional replacement necessary as the restpt of this work.
nature otApplicant or Agent
Name of Applicant (please print) Business Address Telephone No.
Name of Contractor and Job Foreman Business Address Telephone No.
Con tractor's. License No. 1 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 VALIDATION
Permit Fee PERMIT NO
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $
Receipt No.
Received by ` Date
Recorded by
DATE APPROVED '
EXPIRATION DATE !
DATE ISSUED
By
Administrative Authority
TELEPHONE: 16191564-2246
tOACHELLA VALLEY WATER` DISTRICT?-
TANYA CORTNER
DEVELOPMENT SERVICES TECHNICIAN
P.O. BOX 1058, COACHELLA, CALIF. 92236
TELEPHONE: (760) 398-2651
i
• e _L
_ - . l'Y-�i '.: . - 1. t \ , ` � • i'•t. -
e a part of Permit No.
acral Provisions are attached to and mades e .
The following Geaetal and Sp ' SY .'� a o',_ " .,• ;' _
+ ^ - GENERAL, PROYWUN
t shall always apply `" within Gty of LA Quints right
y The following
r• This permitsutho-n, s"work to be* b OY of theermittee for his contractors to
T ON PROPERTY it is the iesporiot to starting work.
t ENROACH1�gNr eon extends within private property, _
a f' way ONLY. Whenever"construc•ro erty owners. Such authorization muse be secured by the permittee p on
i ,attire permission from abutting,P P conwu tion equipment shall not be permitted to open
- pCiION EQUIPMENT' Cleated tracklay ,.g . - ars shall be titied with rubber street shoes to
° All mechanical out"gB
TRACIQ.AWNG CONSI1t o eratioas in paved arae tai shall existing
' uest
any Paved surface unless fitted with sm�th'faced street pads.
Rubber -tired equipment ony shall be used is backfill p of La Qu,
excavations., tot if the pavement is marred. City of A.C.
f = ` protect the paviag dunned, or "broken during due term of this c.ntrac , i
ed over iheir'encire width. Resurfacing shall consist of one coat of two inches (2')
` t pavement is scarred. sp be resurfao : r
that these portions of road eeified above. ; 4s: ,t "
lus appropriate seal cost as sp
surfaciaB P shall be properly righted and barricaded as deemed necessary by the
work areas maintained for the
excavations and , • • detour signs shall be placed and
ON OF TRAFFIC: AU .
t:
PROTECT Quints Works inspectors. "Suttable�demurs and
traffic detours or delineations.
"City Engineer or LA Qu shall'be notified 24 hours in advance Of suet culvert and
duration of the project: The City a, ~ '1 mad metal pipe, concrete pipe.
Any drainage structure including corrugate P In the event it becomes . r
AGE STRUC URF.' _ removal shall be r.e laced encement of this work.
- CARE OF DRAIIH red during excavation which neceaeitatE" ._ be notified prior
concrete structures encounu drainage structures. City of IA Qum is if shall proper
drainage.
to. remove of out existing f' fine of debris at all, tim - tr
necessary shall be kap due right
Drainage `structures end open drains t
` - m excavation and backfill oPemuO°s shall be removed from eon..
Amy auiQlus in: resulting from ectionehie materials, after backfill and comPec y
(LIGHT OF WAY CLEANUP' be broomed clean of earth and other obj standard or beset. All excess matsrial shall be removal
r of `v+aY All Paved surfaces • • a dirchea shallbe'replaced to thou o�B!� b site w keep dawn dust conditions and shall
be used
Existing Bur lma dry $hall be uEed as required.'
to sprinkle the j
Water: cancer '
prior to paviag. x i • t ' roads, it shall -
4 mmediately after backfill,. are water. on City of LA Quina
andSpumps ,Forcing
'If de -teetering
operations are requiredrovtde'off-street barricadeswh°n tteoerissrY• .
WATER OPERATIONS: ter) w control this water and to PQ /
" + %.. Dethe responsibility of the permittee (e.ntrae _ _ _ to Provide
Wwf d
�. um of one lane of traffic shall be maintained at ail dam.,P t for `
a - No street aball be closed. A �� cies. In the event it is felt by the permittee that he must close a
CIASIKG STREP' io owners and emergency ermission.
*, a access for the adjoining P petty
of time, permittee shall contact this office to obtain the necessary P s
any length ti
,rgAAL PROVISIONS'
• • r � 't � _ , � M �4 � j � _ ` y + =w 4 4 � • _ r ` 1 4 y r .
'the following shall nPPtY "11E6 indicated: ' 9"at least 48 haute in advance,of atsrttng conswuction
ehatl.notify the City at (b19)T77;707
NOTIFiCAnONs Permittee i ,r m right of way
Rl excavation within the City of LA Quin
T-): CE: " (Substructures)
Prior to making eay�
`IITTY companies relative to the tool °�f existing be a Bale
rminee shall contact all concerned utility operations conducted uadar;this p
authorized by.per°ait: the:pe . substructures resulting frome
Damage to existing subatsu ,
y,r A responsibility of me Pa o be done under this permit until all utilities ace clear of the
+Surface Strucmies) No work shall
CE: ( 'utility compaaiee of the ensuing work.be surfaced
' 3 t �T% UTII.ITY C� _ pa le shall notify all emuetned -ter 1 ne a� the existing road pavement abate R'
t r t.,/. pied work eWID�G- A between the Proposed concrete I of class aggregatetea subbase cautee hawsg -
Ra PAYEIt'if='rr laced °n _ of Ia Quints R°� Improvement Staadetds cad
inches of A.C. Paving P wnh Ctty
r with and is conformance , - .
value of not less than `— - ? .
y ,
Specifications. Ordinance, 8461. �,' _ = r 'tete curb shall be graded to
a slope of
X • T ' tit ~ rn IIdG: Area between the property Ime and top of'eha proposed
cont
» R5 w PARKWAY GRAD(1 —.sr' •. _ t as established by
• ' 1/4 inch to one �' ' " profile and/gtnd�.
lata shall check_ grades upon receipt of p t '
3 Rb GRADE CHECWNG: City of La Qu r H .
R6 :3 shall be
w- `✓� a licensed�engineer. , .ti . ,
+' concrete curb.and/or Curb •and gutmt (---fees)
FOR DRIVEWAYS; _ A portion of the existing curb. bin
concrete gutter and
R7 CURB REMOVAL aid utter shall be saw'cut prior to removal. Depressed Standard 8207• +
removed. Curb andJa eueh shall be constructed
in conformance with City, of La Quints
* : ...crew driveway app . , - Surfacing between the Property
be constructed as not to alter existing drainage Pattern' -a8gre$mO base.
• {• "r ' i DRIVEWAYS: A.C.,drivewsys shall on of .lass
" � r.ad {laving shall it 2 112 inches of A -C: ,paviag Placed 1--�
the eustinB diawin
conform had g all times.
• lino to attar �. „
Driveway consuucd.n shall r -
"'" r shall be assured and maintained at
s f 600 feet in all directions
SIGHT CLEAiANCE:' Sight clearance "o CummplY with the
I/ be treated with soil sterilizer: Ram of application shall
l J The
area to be surfaced shall s "
RIO SOIL STERUJZM Tions: r
• manufacturer's spec +`
. mss,
1 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 of City of La Quinta projects.
RI
SURVEY MONUMENTS: Prior to excavation or beginning of construction. all survey monuments which exist on the
centerline of all streets or property lines when involved shall be completely tied out so they may readily and correctly be
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to
tbese 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 project clearance.
R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight 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 of 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 1000 linear feet 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 an adequately consolidated backfill. Any material which the City of La Quints 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 BACKF LL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be'placed in lifts of not greater than
three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case.
a relative compaction of 95 percent shall be.attained with the structural section of the roadway.
R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench
before flooding or a maximum of five-foot (51 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 be not less than 90 percent 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 continuous.
RIS COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000
feet and a minimum of one (1) test on each road. One (l) 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 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 testa shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of
California, dated January 1973.
R20 TIIIIPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch
consisting of 2 inches of SC -800 shall be placed on a prepared subgrade. The SC -800 temporary paving shall be placed after a
maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no case shall the
placement of the temporary pavement exceed a five (5) day limit.
R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2') of SC -800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a
inch class base shall be placed no later than 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.
FR23 SPRE ET RFSfRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon
completion of permanent repairs.
R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right of way shall be
accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling
public. It shall be the responsibility of the permittee 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 is becomes necessary to
restrict traffic, the work shall be restricted to a maximum of 500 feet 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 90 percent or equivalent to 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.
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SPECIAL CONDITIONS --PERMIT NO: 2767 r, • . '
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' In addition.to the'staridard perniit'conditions, the following shall apply.
" 1' Pursuant,to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 §'i (part), 1982 all
work shall -be performed in accordance"with the latest edition of the Standard Specifications For' l
Public.Works Construction (SSPWC)•and'as -directed by and to the satisfaction of the City Engineer.
2. CVWD, hereuiafter referred to as "Permittee", shall be responsible for providing continuous dust
_ and erosion' control. _
1.3. Streets shall.be kept clean. They shall be completely cleaned at the'end of each working day and'.
'
more frequently if required.
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 hurrian occupancy shall. be performed only during
ahe following time periods: -'
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October 1 st to .April 30: Monday -Friday , 7:00 a..m.�to 5:3.0 p.m:. • '� .. -
• Saturday F'8:00 a.m. to 5:00 p.,m.
May 1st to September 30: Monday -Friday .Y 6:00 a.m to 7:00p.m.•
Saturday. " . �.8:00,a.m. to.5:00 p.m.
k, Work shall be prohibited on legal holidays and Sundays.
5. Work performed within 500 feet of a"signalize d^inter'section is restricted between the hours of 9d'
in.
- 3 p.m: Traffic control shall beset up after 9 a.m. and removed before 3 p.m. The Permittee shall
•• contact the Riverside Country Traffic Signal 1Viairitenance Department at (909) 275-6894 if signal .y
operation at the intersection is to be, altered in any way. r ,
Pursuant to Section' 14.16.110 of the La"' Quinta Municipal Code (Ordinance 10 § I '(part), -1982),
_ Permittee' shall assume responsibility forrepair of any pavement damage to any public" -6r private
, . street and for any damage to other City streets or facilities asa' result of work performed under this
permit. ,t
,,7 * Pursuant to Section 14.16.250, of theL'a_Quiriia Municipal Code (Ordinance".10•§:1 (part); 1982);
advance warning signs and traffic control shall be 6stalled'and maintained in accordance with Cal s
. ' Trans Standards or.the Work Area Traffic Control -Handbook ('WATCH Manual): A traffic control
plan, if required,`shall be prepared in accordance;with,the' WATCH Manual and -submitted to the'-,
City, for,
he'-
City,for, review and • approval' one (1).week prior to 'starting any construction: , It shall be the `
Permittee's responsibility to appropriately detour, and barricade all construction sites. -
`~Special Conditions - Permit No `2767
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_ �; r • SPECIAL CONDITIONS --PERMIT NO. 2767. `�' •.� ' ' 3'�'..
CVWD - F'
8. Pursuant to Section. 14.16.290 of the La Quinta Municipal' Code (Ordinance -10 § 1 (part); 1982),
' street closures shall not -be, permitted..., 'minimum of one travel lane_ .of;paved surface shall b'
' maintained with flagmen at all times. s' —t r, , �, -•
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Prior to excavating, if required,.the -Permittee shall contact Underground Service Alert at l=800-422 ,
` 4133 It shall be the Permittee's responsibility to.notify the Public Works Department of anticipated i
excavation which impact City facilities, including but not 1united to .traffic signal conduits and loops, ,
1 irrigation lines„electrical conduits, and storm drain facilities.
Y 10: 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
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to the City of La Quinta. -
-``•-'11 Pursuantto Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10`§ Y (part), 1982),
backfill compaction within street Tights -of -way, shall conform with Section 3064.3 of the latest,
' edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise
specified herein.. R .
Native material may, be used as -backfill materialprovided 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 in
spection,>' '
onsite, at all"times during backfill operations.'"'
Backfill compaction shall 7be. achieved by the following conditions: `
A: When a firm foundation is not encountered due to soft, spongy or other unsuitable material,
such material shall be removed to the limits directed by the Geotechnical Inspector and/or the
City Inspector.and the resulting excavation backfilled 'with pipe bedding material.
B.' Backfill. materials' shall. be brought to or mairitained;at an appropriatet'moisture content for '
compaction. The appropriate moisture content range shall be, established. at the.onset'of the
project and ensured prior to use of the materials throughprogress testing on the stockpiles.
y
_C. The+first lengthof trench backfilled' shall be.backfilleil'in'thepresence'of,the City Inspector:
r Compaction shall be tested at random,depths at approximate three-foot vertical'intervals as '
backfill is placed to ensure the effectiveness of the compaction methods and to establish the .. -
depth of lift'that can be compacted.
D. 'If lifts greater,than one foot -are attempted' in this trial length of trench; compaction tests shall
be taken wrtlun the lifts to ensure that the_ full depth of the lift is compacted. Upon satisfactory : k
`.. ' . completion of this portion- of trench,' the City Inspector shall' establish the maximum- lift
thickness to compacted for the remainder M
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Special Conditions ' Permit No2767 rc ` a�. +Page 2 of 4'` r - -
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SPECIAL. CONDITIONS--P2767,
A,r -
•w _ _ ERMIT NO: 2767 •.
F." Ih subsequent lengths of trench: the frequency of compaction`iests shalfequal one per each lift '
of backfill, per 300 linear feet of open trench, at randomly,selected locatioris_withm the
length of trench. r
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ti G. The depth of the randomly selected compaction tests shall also be randomly selected"except `
that where,:multiple tests are required`in a given length of trench; the te`sts,shallbe no closer t
r • than three feet (vertically) from each other.
H. If any compaction test fails, previously placed,backfill (in the same length of open trench -or .
" .previous lengths of trench) which is represented' by the failing test (as deter`mined'by the'City ,
Inspector), "shall be tested, for compliance with compaction requirements:
I.- ' All costs incurred due'to the conditions,above shall be borneby, the. Permittee:?'Copies.of all
test results "shall be furnished to,the City' Inspector. ' * ;' .' a ' .;".., • -
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12 ,,All excavations within Ci • of La unita'ri t=of--wa shall be backfilled and tem ora aved if
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• within the existing travel way, at the end of every workday as directed'by an.a to the satisfaction.of
the City Engineer for the protection of the'public.' Lengths of open trench shall not greatly exceed
that which cannot be backfilled in the same day. • Excavated 'trenches shall not be'allowed open,
`overnight, however, Permittee mayleave a length of excavated'trench,, not to exceed twenty (20) feet ;
-in length,'open overnight at a'point where, construction will -begin the•nexfday,'provided that this
length of trench is completely covered by steel plating. _ -
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- 13. ` All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to `� °' •,
its original condition.
' 14. Access and egr"ess'to all local:properties shall be maintained,at'all times '
' 15._' Pursuant to Section 14:16.375 -of the,La Quinta•Municipal Code;(Ordinance:l0 § 1 -.(part), 1982); '
' permanent •pavement replacement' shall be completed-, no- later than- seven. (7)1days 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 ' y"
t a shall be straight and clean. _ r
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 A{. .
orcrushed miscellaneous base; meeting the requirements of, Sections 200-2.2 and 200=2.4 of • '- ;
<< t: 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 '
ainear'feet of trench..Verify exact structural replacement section thicknesses:with the City
prior to installation. F `• + ` .
Special Conditions - Permit N6. 2767•Page 3 of 4
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SPECIAL CONDITIONSs PERMIT NO. 2767. '
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C. Permanent pavement replacement shall.be installed using a. City approved'/4"-max medium
w asphalt concrete as the base course lift anda,City approved'''/2"'max medium finishcourse lift
s for capping.' Asphalfconcrete mix design shall be'approved'by the City.pnor to its placement. ` •+
D. For transverse trenches across improved streets; the existing pavement surface, three ,(3) feet
" on either side of the` excavated trench; shall be cold-milled'to. a depth of 0:10', ' ith, -"butt'
` joint' created along each edge'of the cold-milled_ar'ea; and anew 0.1.0' lift' of %2'' max medium, '
asphalt concrete pavement overlay applied throughout the cold -milled area:,
' E. ' For longitudinal;trenches within improved streets, the existing pavement surface, through the
lane width (within' lane line striping), shall be cold -milled to a depth of 0.10%, with a "butt"
, joint created along.each edge of the cold-milled'area and a new 0.10' lift of/2"_ max medium
_ .: • ' r ' asphalt'concrete pavemeiii,overlay applied' hroughout the cold -milled area:
` F.. •Ifgrindingand ca in �o erations are not,performed in the ;same da as base• avin
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operations, the;base.couise lift of/4" max medium asphalt concrete shalt be installed from ,
` saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of -
s y paving shall not'be left 0.10' low in anticipation of grinding and capping:
F. Any existing lane striping affected, by this resurfacing shall 'be replaced in kind by the
' :0, 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: r
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16'- Permittee shall notify the City of La Quinta Public'Worksbepartment a minimum of 48 hours prior '
to commencement of any construction at (760) 777-7075:.
` 17. , Permittee shall stabilize any soil that was disturbed (shoulder areas, etc.) -as a result of work ,
+ performed under this permit with an approved dust control treatment,
f 18.. 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 foi restricted streets (i.e.,, streets
not partof the, Truck Route network) is three (3) tons; trucks exceeding the weight'limit may ,use a
} r restricted street if making a delivery or pickup. on the subject_street, or:if this -permit specifically
grants permission to us`e the, street to deliver street construction materials and/or equipment.
19' A -haul route'and/or construction access�plan shall be submitted to the City for approval w k k
t �.
- 20. Contractor/permittee shall keep project areas watered down on a daily basis to help prevent -airborne '
dust and to aid water distributing equipment in keepirig the soil moist in.the event of high wind's. ,
i 2l � The City of La Quinta reserves the right to revoke, suspend or void this permit at anytime.
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Special Conditions - Permit No. 2767 . «, r. f "Page 4`of4
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